09B0020AMND8specs.PDF

US ARMY ENGINEER DISTRICT, PHILADELPHIA

POC: DENISE DETITTA

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADEPHIA PA 19107-3390

JSEC

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

THIS AMENDMENT DOES NOT EXTEND THE AUGUST 26, 2009 BID OPENING DATE.

CONTINUED ON NEXT PAGE

1. CONTRACT ID CODE PAGE OF PAGES

J 1

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912BU-09-B-0020

X 9B. DATED (SEE ITEM 11)

07-Jul-2009

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 0 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required) Joint SATCOM Engineering Center, C4ISR Campus, Aberdeen Proving Ground, Harford County, MD

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

2. AMENDMENT/MODIFICATION NO.

10A. MOD. OF CONTRACT/ORDER NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

14-Aug-2009

CODE

4. REQUISITION/PURCHASE REQ. NO.

CODE

US ARMY ENGINEER DIS RICT, PHILADELPHIAT

CONTRACTING DIVISION

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W912BU E5CTCDMD7. ADMINISTERED BY (If other than item 6)

CODE FACILITY CODE

EMAIL:TEL:

Amendment No. 0008 Invitation for Bid No.

W912BU-09-B-0020

THIS PAGE LEFT INTENTIONALLY BLANK FOR DUPLEX PRINTING

14. DESCRIPTION OF AMENDMENT (continued)

(a) Requests For Information With Responses: RFIs with responses, annotated Amendment No. 0008 are attached to this amendment.

(b) SPECIFICATIONS:

(1) Special Contract Requirements: Please delete page 00 80 00-i in its entirety and substitute revised page 00 80 00-i annotated Amendment No. 0008, attached hereto.

(2) Section 00 80 30: Please insert new Section 00 80 30, Subsurface Exploration Data annotated Amendment No. 0008, attached hereto.

(3) Please delete the Project Table of Contents in its entirety and substitute the revised Project Table of Contents annotated Amendment No. 0008, attached hereto.

(3)Section 01 33 00: Please delete Section 01 33 00 pages 13 through 98 in their entirety and substitute revised pages 01 33 00-13 through 01 33 00-97 annotated Amendment No. 0008, attached hereto.

(4) Please delete Section 32 31 13 CHAINLINK FENCE AND GATES in its entirety.

(5) Please delete the following sections in their entirety and substitute the revised sections of the same numbers, annotated Amendment No. 0008, attached hereto.

02 41 00 DEMOLITION

02 82 14 ASBESTOS HAZARD CONTROL ACTIVITIES

07 21 16 MINERAL FIBER BLANKET INSULATION

08 11 13 STEEL DOORS AND FRAMES

10 44 16 FIRE EXTINGUISHERS

32 31 00 PERIMETER FENCE AND RAILINGS

(c) CONTRACT DRAWINGS:

(1) Please delete the following drawings and replace with revised drawings of the same number with latest revision date of 12 August 2009, attached hereto:

G-1 B-202 B-203 B-204 E-304 E-906

(2) Sheet ES 101: Please make the following pen and ink change to add the following to the end of existing Note 3: FIRE PROTECTION PIPING

INCLUDES ALL WATER SERVICE PROVIDING FIRE PROTECTION TO THE BUILDING

INCLUDING THE 10 AND 12 INCH MAINS.

Amendment No 0008

IFB W912BU-09-B-0020

(d) Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0008. Failure to acknowledge all amendments may be cause for rejection of the bid.

Amendment No 0008

Discipline Sheet/Spec Comment Official

Civil Utilities

Para 3.4.1 Spec Section 26 42 14

Para 3.4.1 of Spec Section 26 42 14 indicates that buried insulated flanges are to be coated with a paper joint cover that is filled with hot coal tar. Can heat shrink sleeves or a cold applied petrolatum tape system be an acceptable coating alternatives inlieu of the hot coal tar? Bid according to IFB

Electrical

ES-101,

Note 1

Note indicates existing 35KV switch that is not located at this site. Will switch be in place prior to project start? Also, please provide make and model for existing 35KV switch for required 140Amp fuses.

Addressed by Amendment No 0006

Electrical E-105

There are two locations shown for Panel"RP-12". One is shown in Room T.03 and the other is Room T.01. Which is the correct location? What should the one that is missed labeled be called?

Addressed in Amendment No. 0004

Electrical E-104 & E-

Both Panel "DPU-3" and "UPS3" appears in two locations. In room S.02 (SSL UPS) and Room T.02(TSL UPS). Which location is correct?

Addressed in Amendment No. 0004

Electrical E-105

This sheet indicates "PP-*" at two locations, one at room OT.02 and the other at room T.02. Clarify what panels are required at these locations.

Addressed in Amendment No. 0004

Architectura l A-601

PC1 and PC 2 - The finish schedule specifies small aggregate exposure. Can you define "small" in terms of a measurment? Does this mean the small fines of the concrete to give a salt and pepper look or grinding further and exposing small portions of the course aggregate?

Yes, Bid according to

IFB

Electrical 00 80 15

Please clarify which wage rate,heavy construction or building construction projects, should be used for this project.

Addressed in Amendment No 0006

Mechanical 230800 Item 1.8

The Commissioning Specialist did not develop the commissioning specifications and incorporate them into the construction documents in accordance with LEED NC 2.2 EA Pr 1 scope item 2. Will the project still be able to achieve EA Pr 1 compliance? Yes. Bid per

IFB.

Mechanical

230800 Item 1.3.2;

013329

LEED

Scorecard

230800 page 2 item 1.3.2 indicates that Contractor shall provide documentation that Cx work meets LEED EA Credit 3, Enhanced Cx. However, this is not possible due to hiring CxA after design process is completed, and this credit is marked as “No” in the LEED NC 2.2 checklist of specification section 013329.

Please clarify.

Addressed in Amendment No. 0007

Mechanical 230800 Item 3.3

Indicates the entire TAB report shall be included in the final Commissioning Report. This is not normal practice and the TAB report can be very large. Can the TAB Verification Report be included while the full TAB report is left as a separate document?

Bid per the requirements of 23 08 00 para 3.3

Mechanical 230800 Item 1.3.2

Items states that "Formal LEED certification is not required. It also states "Provide documentation for as many LEED credits as possible to support LEED silver certification of the project". Please clarify whether or not project is pursuing LEED certification and why LEED credit documentation is required if project is not seeking LEED certification?

be LEED certifiable.

Actual certification is an option via amendment.

We are

FOR INFORMATION ONLY

REQUESTS FOR INFORMATION

WITH RESPONSES

Amendment No. 0008

IFB W912 BU-09-B-0020

Toilet Accessories & Partitions

10 21 13 and A601

Spec Section 10 21 13 Toilet Compartments, galvanized steel sheet is specified for the material on this project. On drawing A601 Interior Finish Material Legend under Toilet Partitions Solid Plastic Partitions from Scranton Products are called out. Please clarify which material you require.

Addressed in Amendment No 0007

Corner Guards

10 26 13 and A601

Spec Section 10 26 13 Wall and Corner Guards calls for the corner guards to be stainless steel (pg. 3, 2.2 Corner Guards). On drawing A601 Interior Finish Material Legend calls for the Corner guards to be Construction Specialties SM- 20 & SM-20M which are vinyl. Please clarify which material you require.

Addressed in Amendment No 0007

Material to be Salvaged

Spec Section 01 11 00 1.5

Identify any materials or equipment that are to be salvaged.

Addressed in Amendment No. 0007

Site & Antennae Fdn

S-02, SB

601, CU 101

The precast trench drain detail on SB 601 is specifically referenced to 4 trench drains on S-02. But there are numerous other trench drains shown on S-02 ans CU 101. Is the SB 601 detail to be used for all of them? If not, please clarify detail for the others.. Also, the locations and quantity of trench drains on S 02 and CU 1010 do not agree. Which drawing is to be used? To help clarify, confirm # of locations.

Addressed in Amendment No. 0007

Civil - Demolition

02 82 14 Asbestos Hazardous

Are "Individual Data Elements" - "Table 1" pages 33-86 pat of the contract?

Addressed in Amendment No 0008

Architectura l

07 22 00 Roof & Deck Insulation

What is required vapor / moisture barrier at metal deck under roofing system?

Paragraph 3.2 contradicts product specified in paragraph 2.3 Moisture Control.

Specification was revised in Amendment

Architectura l

Detail 9 on Drawing A- 505 &

Is added PVC strip as shown in detail 9 required for ridge at crickets and main roof? Yes. Bid per

IFB

Architectura l

Spec 08 11 13 Steel Doors - Amendment

Where are door openings requiring STC 35 & 43 rating outlined in specs para.

1.3.1 shown in drawings?

Addressed in Amendment No 0008, Section 08 11

Architectura l

Spec 08 11 13 Steel Doors -

Where are performance levels 1, 2, & 3 in paragraph 2.2.2 shown in drawings?

Addressed in Amendment No 0008, ELECTRIC

AL GENERAL

SINGLE-LINE DRAWINGS ARE NOT COORDINATED WITH ARRANGEMENT

DRAWINGS .

Addressed in Amendment No 0004

ELECTRIC

AL E-102

ROOM A.01 SHOWS PANEL LP-4 AND ON DRW E-105 ROOM T.02.

Addressed in Amendment No 0004

ELECTRIC

AL E-103

ROOM CS.07 SHOWS PANEL TP-B6. WHERE IS THIS FED FROM? Addressed in Amendment

ELECTRIC

AL E-103

ROOM CS.02 SHOWS PANEL RP-4 AND ON DRW E-105 ROOM T.08

Addressed in Amendment No 0004

ELECTRIC

AL E-104

ROOM S.01 SHOWS PANEL CP-7 2 TIMES.

Addressed in Amendment No 0004

ELECTRIC

AL E-104

ROOM S.02 SHOWS PANEL DPU-3 AND ON DRW E-105 ROOM T.02 Amendment No 0004

ELECTRIC

AL E-104

ROOM S.02 SHOWS UPS3 AND ON DRW E-105 ROOM T.02. Amendment No 0004

FOR INFORMATION ONLY

REQUESTS FOR INFORMATION

WITH RESPONSES

Amendment No. 0008

ELECTRIC

AL E-105

ROOM T.08 SHOWS PANEL LP-7. WHERE IS THIS FED FROM?

Addressed in Amendment No 0004

ELECTRIC

AL E-105

ROOM T.02 SHOWS PANEL PP-8 AND AGAIN IN ROOM SU.18

Addressed in Amendment No 0004

ELECTRIC

AL E-105

ROOM T.03 SHOWS PANEL RP-12 AND AGAIN IN ROOM T.01

Addressed in Amendment No 0004

ELECTRIC

AL E-501

WHERE IS PP-3, UPS 2, PC-1, PC-2 & DPU-2? NOT SHOWN ON

ARRANGEMENT DRAWINGS,

located on drawing E-

104. PC-1 is

ELECTRIC

AL E-501

WHERE IS TUX3, TUX4, TUX5, TUX6, TUX7, TU3? NOT SHOWN ON

ARRANGEMENT DRAWINGS

TU-X4,5,6

and 7, and TU-3 are located

ELECTRIC

AL E-501

WHERE IS RU-3, RU-X4, RU-X5, RU-X6, RU-X7? NOT SHOWN ON

ARRANGEMENT DRAWINGS

ndment 4 E- 105 shows that RU-3 is located in

ELECTRIC

AL E-502

WHERE IS MDP-2, RP-1, LP-3, RP-X5, RP-X6? NOT SHOWN ON

ARRANGEMENT DRAWINGS

located on drawing E- 102, the inset

ELECTRIC

AL E-502

WHERE IS TRX5 AND TRX6? NOT SHOWN ON ARRANGEMENT

DRAWINGS.

TR X5,and 6 are located outside of the

ELECTRIC

AL ES-101

SHOWS TYPE "Y" AND "Z" FIXTURE TYPES. PLEASE SPECIFY, THEY ARE

NOT ON THE FIXTURE SCHEDULE.

Light fixtures Y & Z are detailed on sheet ES-

Architectura l A503-10

Replace metal windowsills with Siltech Solid Surface Windowsills Bid According to the IFB

Architectura l A604-H

Replace metal windowsills with Siltech Solid Surface Windowsills Bid According to the IFB

Electrical E-302 & E-

General Note 5 on E-302 states that metal floor stands located in SSL and CSL labs are to be bonded to the ground plane. E-701 only refers to the ground plane in SSL not CSL. Provide details of ground plane in CSL.

Addressed in Amendment No 0004

Electrical E-900 Series

AIC ratings are missing from panels RP4-RP12, RP14, and TP1B. Also AIC rating are missing for panels shown on sheet E-914. Provide AIC ratings for these panels.

Addressed in Amendment No 0004 and

Electrical E-913

Panel PP-9B Main Circuit Breaker information is missing in the panel schedule.

Provide breaker size.

g to IFB. PP-9B is a feed-thru PP-9A and will not need

Electrical E-303

The latest E-303 drawing is the SSL Lab Euipotential Plane Grounding System.

The original E-303 was the roof lightning protection plan. The roof lightning protection plan has been deleted from the bid documents. Has roof lightining protection been deleted from the project? Is not, re-issue a roof lightning protection plan.

Addressed in Amendment No. 0008.

Refer to E- 304.

FOR INFORMATION ONLY

REQUESTS FOR INFORMATION

WITH RESPONSES

Amendment No. 0008

Electrical E-303

A "braided" conductor is not typically used for copper mesh ground planes. We recommend a mesh formed of 2-inch wide x 26 gauge flat copper strap or a mesh formed of #6 AWG solid copper wire. Please clarify type of copper mesh required. Bid according to the IFB

Electrical E-900 Series

AIC ratings are missing from panels RP4-RP12, RP14, and TP1B. Also AIC rating are missing for panels shown on sheet E-914. Provide AIC ratings for these panels.

Refer to Amendments 0004 and

Civil Utilities

Dwg ES- 101, Answer to RFI #127 in Amend #7, Dwg CU-101

In RFI #127 we asked for clarification on the number of anodes to be installed.

The answer to RFI 127 in Amend #7 referred us to Note 3 on Dwg ES-101, which reads "PROVIDE CATHODIC PROTECTION FOR NEW UNDERGROUND METALLIC FIRE PROTECTION AND GAS PIPING". Dwg CU-101 identifies 10" & 12" Water pipes (W) that loop around the new building, but only a single 8" Fire pipe (F) is shown along the north side of the building.

Amend #4 indicated that all water mains are to be ductile iron. Are the 10" & 12" Water pipes (W) that loop around the new building considered "Fire Protection" piping? Is cathodic protection of the 10" & 12" Water pipes (W) that loop around the new building and the single 8" Fire pipe (F) required or is cathodic protection only required for the single 8" Fire pipe that is identified on Dwg CU-101?

Addressed in Amendment No 0008 by pen and ink change to note

Civil Utilities

Para 3.4.1 Spec Section 26 42 14

Para 3.4.1 of Spec Section 26 42 14 indicates that buried insulated flanges are to be coated with a paper joint cover that is filled with hot coal tar. Can heat shrink sleeves or a cold applied petrolatum tape system be an acceptable coating alternatives inlieu of the hot coal tar? Bid per the

IFB.

Mechanical 230800

Commissioning questions 149 through 151 were listed in Amendment 7, but not answered. Please state the answers.

Amendment No 0008 RFIS wtih responses

Mechanical 011100, 230800

Summary of Work Item 1.1.1 indicates Option 1 is the effort required to take the project from LEED Silver Certifiable, to LEED Silver Certified. However, the scope of 230800 is HVAC and HVAC controls, whereas LEED EA Pr 1 minimum scope includes HVAC and controls, domestic water heating systems, controls of lighting and daylighting, and renewable energy systems. Please state whether or not the additional items in EA Pr1 must be included in Option 1?

Yes. Option 1 is the effort required to take the project from the project from LEED Silver Certifiable to

Mechanical 230800

Commissioning questions 149 through 151 were listed in Amendment 7, but not answered. Please state the answers.

Refer to Amendment No 008, RFI responses

General, Mechanical

011100, 230800

Summary of Work Item 1.1.1 indicates Option 1 is the effort required to take the project from LEED Silver Certifiable, to LEED Silver Certified. However, the scope of 230800 is HVAC and HVAC controls, whereas LEED EA Pr 1 minimum scope includes HVAC and controls, domestic water heating systems, controls of lighting and daylighting, and renewable energy systems. Please state whether or not the additional items in EA Pr1 must be included in Option 1?

Yes. Option 1 is the effort required to take the project from the project from LEED Silver Certifiable to

FOR INFORMATION ONLY

REQUESTS FOR INFORMATION

WITH RESPONSES

Amendment No. 0008

Site 33 40 00

Utility trench backfill - will the excavated material be considered as suitable final backfill material?

Final backfill material must meet requirements

Site B-201 - B-

The soil boring elevations do not match the existing elevations on the grading plan? Which is correct?

Addressed in Amendment No 0008

Site 31 00 00 Is there any specific criteria for working within the railroad ROW?

No. The railroad will be inactive for duration of

Specialties 10/21/2013

Specifications for toilet compartments call for painted metal; however the finish schedule on A-601 indicates solid plastic. Please clarify.

Addressed in Amendment No. 0007

Equipment 32 31 15

Part 2 of the specifications for Vehicle Gate Operating System, para. 2.3 calls for telephone entry system. Are both entry gates to have the telephone system or is one gate entry and one an exit? Please clarify Yes. Bid per

IFB

Civil 32 31 13 This spec section is for Chain Link fences and gates. Where are chain link fences and gates required to be installed on this project? �

Address in Amendment No 0008

Architectura l

Addendum #7 Item

Addendum #6 changed the finish of doors V.01A, V.02A, L.01A, & C.05A to aluminum, anodized. Addendum #7 has changed doors V.01A, V.02A, and L.01A back to metal insulated. Is this a mistake? Would door C.05A be metal also?�

Doors indicated are to be anodized aluminum as per Amendment No 0006.

Drawings and

Special Constructio n 13 34 19 para. 2.3.4/a,b of the specifications for Pre-Engineered Structural Framing has blanks that need to be filled in. Please provide this information.�

The pre-engineered framing system manufacturer

FOR INFORMATION ONLY

REQUESTS FOR INFORMATION

WITH RESPONSES

Amendment No. 0008

This page was intentionally left blank for duplex printing.

00 80 00 – i

TABLE OF CONTENTS

SPECIAL CONTRACT REQUIREMENTS

00 80 00 SPECIAL CLAUSES

00 80 05 CONTRACT ADMINISTRATION

00 80 15 WAGE RATES

00 80 25 REGIONS FOR THE CONSTRUCTION EQUIPMENT OWNERSHIP AND

OPERATING EXPENSE SCHEDULE

00 80 30 SUBSURFACE EXPLORATION DATA REPORT

00 80 40 HAZARDOUS MATERIALS INVESTIGATION FINAL REPORT

Section 00 80 30 Page 1

Section 00 80 30 Page 2

Section 00 80 30 Page 3

Section 00 80 30 Page 4

Section 00 80 30 Page 5

Section 00 80 30 Page 6

Section 00 80 30 Page 7

Section 00 80 30 Page 8

Section 00 80 30 Page 9

Section 00 80 30 Page 10

Section 00 80 30 Page 11

Section 00 80 30 Page 12

Section 00 80 30 Page 13

Section 00 80 30 Page 14

Section 00 80 30 Page 15

Section 00 80 30 Page 16

Section 00 80 30 Page 17

Section 00 80 30 Page 18

Section 00 80 30 Page 19

Section 00 80 30 Page 20

Section 00 80 30 Page 21

Section 00 80 30 Page 22

Section 00 80 30 Page 23

Section 00 80 30 Page 24

Section 00 80 30 Page 25

Section 00 80 30 Page 26

Water at 11.6 feet after 24 hours Water at 12 feet upon completion Water encountered at 14.5 feet while drilling

Cave-in depth at 18.5 feet after 24 hours

Cave-in depth at 32 feet upon completion

2-5-7 -5

3-2-3 -4

1-4-6 -5

3-5-8 -11

4-6-9 -10

3-6-6 -6

2-5-7 -8

4-5-8 -6

2-2-3 -4

7-8-6 -5

2-2-5 -5

2-2-4 -4

3-4-5 -8

4-5-6 -6

4-4-5 -4

3-3-5 -6

9-7-7 -10

6-7-8 -10

8-8-9 -10

3-4-5 -8

3-3-3 -7

2-2-4 -5

1-2-3 -3

3-4-7 -8

1-1-2 -3

8 inches surficial soil Moist, brown, medium dense, Sandy SILT with gravel

(FILL)

Moist, gray and brown, medium stiff, silty lean CLAY, trace roots (FILL)

Moist, brown, medium dense, Clayey SAND with gravel, trace roots (FILL)

Moist, gray, medium dense, Clayey fine SAND, trace roots (FILL) Wet, gray, medium dense, fine SAND (SP)

Wet, brown, loose, fine SAND (SP), some clay, trace roots

Wet, gray, loose, fine SAND (SP), trace clay

Wet, gray, loose, fine SAND (SP-SM) with some silt

Wet, gray, medium dense, fine SAND (SP)

Moist to wet, dark-brown, stiff, Silty CLAY (OL) with organics

Wet, gray and brown, loose, fine SAND (SP) with organics

Wet, gray, medium stiff, Silty lean CLAY (CL-ML) with some organics Wet, gray, medium dense, fine SAND (SP) with some organics Wet, gray, very loose, fine SAND (SP), trace organics Bottom of boring at 50 feet

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.0

20.0

22.0

24.0

26.0

28.0

30.0

32.0

34.0

36.0

38.0

40.0

42.0

44.0

46.0

48.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.0

20.0

22.0

24.0

26.0

28.0

30.0

32.0

34.0

36.0

38.0

40.0

42.0

44.0

46.0

48.0

50.0

0.8 2.0

10.0

13.0 14.5

17.0

20.0

22.0

32.0

34.5

39.0

44.5 46.0

48.0

50.0

Report No.: 02/25/09 Jacobs

REMARKS

Elev:Boring No.:

Started:

(1 of 1) 5/19/09

BORING LOG

Location:

Completed:3.25" OD HSA 5/19/09

Project:

Type of Boring:

K68-039G

Elevation N Value (blows/ ft)

Date:

Sample Depth (feet)

* Sample Blows

DESCRIPTION OF MATERIALS

(Classification)

Total Depth

Driller: Sean Foster 50.0'

JSEC,

Client:

JA-7 See JSEC boring location plan

Depth

*Number of blows required for a 140 lb hammer dropping 30" to drive 2" O.D., 1.375" I.D. sampler a total of 18 inches in three 6" increments. The sum of the second and third increments of penetration is termed the standard penetration resistance, N.

B O

R

IN

G _L

O G

K

-0

G .G

PJ

F

R

.G D

T

/2 6/

Amendment No. 0008

Section 00 80 30 Page 27

Water encountered at 15 feet while drilling

Water at 19.5 feet upon completion

Cave-in depth at 26.5 feet

2-3-5 -8

4-3-4 -5

3-4-5 -7

4-4-5 -5

2-2-5 -7

5-8-8 -9

5-5-6 -7

3-6-9 -15

4-11-18 -13

7-8-3 -5

3-2-3 -5

3-5-8 -7

2-5-5 -6

3-4-10 -13

2-5-10 -10

7-8-7 -6

2-5-5 -5

3-3-5 -6

2-6-5 -6

WOH-3-7

-9

6-7-6 -8

3-2-2 -1

2-1-2 -2

2-7-11 -11

3-5-10 -12

6 inches surficial soil Moist, brown and gray, loose, Sandy SILT with some clay and asphalt (FILL) Moist, brown and gray, loose, Sandy SILT with some clay (FILL)

Very moist, brown, loose, Sandy SILT (FILL)

Moist, gray and brown to yellow-brown, medium stiff to very stiff, Silty CLAY (FILL)

Moist, dark-brown, stiff, Silty CLAY (CL-ML)

Very moist to wet, brown, medium dense, fine to medium SAND (SP) Wet, brown, medium dense, SAND (SP) with gravel

Very moist, gray, medium stiff to stiff, sandy lean

CLAY (CL)

Wet, gray, medium dense, fine SAND (SP)

Very moist, brown, silty lean CLAY with organics

(OL)

Very moist to wet, gray, medium dense, fine SAND (SP) with organics

Wet, gray, medium dense, fine SAND (SP)

Wet, gray, loose, Sandy SILT (ML) with organics

Wet, gray and brown, very stiff, silty CLAY with organics (OL)

Bottom of boring at 50 feet

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.0

20.0

22.0

24.0

26.0

28.0

30.0

32.0

34.0

36.0

38.0

40.0

42.0

44.0

46.0

48.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.0

20.0

22.0

24.0

26.0

28.0

30.0

32.0

34.0

36.0

38.0

40.0

42.0

44.0

46.0

48.0

50.0

0.5 2.0

6.0

8.0

12.0

14.0

16.0

20.0

26.0

31.5

36.0

40.0

42.0

46.0

50.0

Report No.: 02/25/09 Jacobs

REMARKS

Elev:Boring No.:

Started:

(1 of 1) 5/20/09

BORING LOG

Location:

Completed:3.25" OD HSA 5/19/09

Project:

Type of Boring:

K68-039G

Elevation N Value (blows/ ft)

Date:

Sample Depth (feet)

* Sample Blows

DESCRIPTION OF MATERIALS

(Classification)

Total Depth

Driller: Sean Foster 50.0'

JSEC,

Client:

JB-5 See JSEC boring location plan

Depth

*Number of blows required for a 140 lb hammer dropping 30" to drive 2" O.D., 1.375" I.D. sampler a total of 18 inches in three 6" increments. The sum of the second and third increments of penetration is termed the standard penetration resistance, N.

B O

R

IN

G _L

O G

K

-0

G .G

PJ

F

R

.G D

T

/2 6/

Amendment No. 0008

Section 00 80 30 Page 28

Section 00 80 30 Page 29

Section 00 80 30 Page 30

Section 00 80 30 Page 31

Section 00 80 30 Page 32

Section 00 80 30 Page 33

Section 00 80 30 Page 34

Section 00 80 30 Page 35

Section 00 80 30 Page 36

Section 00 80 30 Page 37

Section 00 80 30 Page 38

Section 00 80 30 Page 39

Section 00 80 30 Page 40

Section 00 80 30 Page 41

Section 00 80 30 Page 42

Section 00 80 30 Page 43

Section 00 80 30 Page 44

Section 00 80 30 Page 45

Section 00 80 30 Page 46

Section 00 80 30 Page 47

Section 00 80 30 Page 48

Section 00 80 30 Page 49

Section 00 80 30 Page 50

Section 00 80 30 Page 51

Section 00 80 30 Page 52

Section 00 80 30 Page 53

Section 00 80 30 Page 54

Section 00 80 30 Page 55

Section 00 80 30 Page 56

Section 00 80 30 Page 57

Section 00 80 30 Page 58

Section 00 80 30 Page 59

Section 00 80 30 Page 60

Section 00 80 30 Page 61

Section 00 80 30 Page 62

Section 00 80 30 Page 63

Section 00 80 30 Page 64

Section 00 80 30 Page 65

Section 00 80 30 Page 66

Section 00 80 30 Page 67

Section 00 80 30 Page 68

Section 00 80 30 Page 69

Section 00 80 30 Page 70

Section 00 80 30 Page 71

Section 00 80 30 Page 72

Section 00 80 30 Page 73

Section 00 80 30 Page 74

Section 00 80 30 Page 75

Section 00 80 30 Page 76

Section 00 80 30 Page 77

Section 00 80 30 Page 78

Section 00 80 30 Page 79

Section 00 80 30 Page 80

Section 00 80 30 Page 81

Section 00 80 30 Page 82

Section 00 80 30 Page 83

Section 00 80 30 Page 84

Section 00 80 30 Page 85

Section 00 80 30 Page 86

Section 00 80 30 Page 87

Section 00 80 30 Page 88

Section 00 80 30 Page 89

Section 00 80 30 Page 90

Section 00 80 30 Page 91

Section 00 80 30 Page 92

Section 00 80 30 Page 93

Section 00 80 30 Page 94

Section 00 80 30 Page 95

Section 00 80 30 Page 96

Section 00 80 30 Page 97

Section 00 80 30 Page 98

Section 00 80 30 Page 99

Section 00 80 30 Page 100

Section 00 80 30 Page 101

Section 00 80 30 Page 102

Section 00 80 30 Page 103

Section 00 80 30 Page 104

Section 00 80 30 Page 105

Section 00 80 30 Page 106

Section 00 80 30 Page 107

Section 00 80 30 Page 108

Section 00 80 30 Page 109

Section 00 80 30 Page 110

Section 00 80 30 Page 111

Section 00 80 30 Page 112

Section 00 80 30 Page 113

Section 00 80 30 Page 114

Section 00 80 30 Page 115

Section 00 80 30 Page 116

Section 00 80 30 Page 117

Section 00 80 30 Page 118

Section 00 80 30 Page 119

Section 00 80 30 Page 120

Section 00 80 30 Page 121

Section 00 80 30 Page 122

Section 00 80 30 Page 123

Section 00 80 30 Page 124

Section 00 80 30 Page 125

Section 00 80 30 Page 126

Section 00 80 30 Page 127

Section 00 80 30 Page 128

Section 00 80 30 Page 129

Section 00 80 30 Page 130

Section 00 80 30 Page 131

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 32 01 PROJECT SCHEDULE

01 32 33 CONSTRUCTION PHOTOGRAPHY

01 33 00 SUBMITTAL PROCEDURES

01 33 29 LEED(TM) DOCUMENTATION

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 53 EMPLOYEE IDENTIFICATION AND ABERDEEN ACCESS REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01 CONTRACTOR QUALITY CONTROL

01 45 05 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION/SITE MANAGEMENT

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT AND SAFETY SIGNS

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 14 ASBESTOS HAZARD CONTROL ACTIVITIES

DIVISION 03 - CONCRETE

03 11 13 CONCRETE FORMWORK

03 15 13 EXPANSION JOINTS AND CONTRACTION JOINTS

03 20 01 CONCRETE REINFORCEMENT

03 31 00 CAST-IN-PLACE CONCRETE

03 62 16 METALLIC NON-SHRINK GROUTING

DIVISION 04 - MASONRY

04 21 13 MASONRY

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 21 13 DEEP LONGSPAN STEEL JOIST FRAMING

05 21 16 LONGSPAN STEEL JOIST FRAMING

05 21 19 OPEN WEB STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 41 16 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 42 13 METAL WALL PANELS

07 54 19 POLYVINYL CHLORIDE (PVC) ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 44 10 CURTAIN WALL AND GLAZED ASSEMBLIES

08 45 10 POLYCARBONATE WALL PANEL SYSTEM

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPET

09 69 13 RIGID GRID ACCESS FLOORING

09 77 00 WOOD VENEER WALL CLADDING SYSTEM

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 21 13 TOILET COMPARTMENTS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 WALK-OFF GRILLE

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 PRE-ENGINEERED STRUCTURAL FRAMING SYSTEM

DIVISION 21 - FIRE SUPPRESSION

21 12 00 STANDPIPE SYSTEMS

21 13 13 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48 VIBRATION CONTROLS FOR PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING OF HVAC SYSTEMS

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00 COMMISSIONING OF HVAC SYSTEMS

23 09 23 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 31 13 METAL DUCTS

23 36 00 AIR TERMINAL UNITS

23 37 13 DIFFUSERS, REGISTERS, AND GRILLS

23 37 23 HVAC GRAVITY VENTILATORS

23 64 10 WATER CHILLER SYSTEM, WITH FREE COOLING CAPABILITY

23 64 26 CHILLED AND CONDENSER WATER PIPING SYSTEMS

23 81 23 COMPUTER ROOM AIR CONDITIONING UNITS

23 81 47 GROUND-LOOP HEAT PUMP SYSTEMS

23 82 00 ELECTRIC INFRARED HEATERS

23 83 00 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 12 19 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 28 01 COORDINATED POWER SYSTEM PROTECTION

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 15 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 32 33 UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM ABOVE 15 KVA

CAPACITY

26 41 01 LIGHTNING PROTECTION SYSTEM

26 42 14 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 28 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 10 PAVEMENT DRAINAGE LAYER (RDM)

32 11 23 DENSE GRADED AGGREGATE BASE COURSE (DGA)

32 12 17 BITUMINOUS PAVING - MARYLAND (SUPERPAVE)

32 13 13 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 73 COMPRESSION JOINT SEALS FOR CONCRETE PAVEMENTS

32 16 13 CONCRETE SIDEWALKS, CURBS, AND CURBS AND GUTTERS

32 16 15 CONCRETE BLOCK PAVEMENTS

32 31 00 PERIMETER FENCE AND RAILINGS

32 31 15 VEHICLE GATE OPERATOR SYSTEMS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 11 WATER MAINS

33 30 30 GRAVITY SANITARY SEWER AND HOUSE CONNECTIONS

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE SYSTEM

33 70 02 UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEM,

UNDERGROUND

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 15 JIB CRANE

-- End of Project Table of Contents --

S U

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

Jo in t S A

TC

O

M E ng in ee rin g C en te r

S

D -0

P re co ns tru ct io n S ub m itt al s G

C O

R P ay ro ll B as ic

R ec or ds

S ta te m en ts o f C om pl ia nc e

G C

O R

A ffi rm at iv e

A ct io n

C om pl ia nc e

P la n

S

D -0

P re co ns tru ct io n S ub m itt al s 3.

G

C O

R P ro je ct S ch ed ul e

S D

-0

P re co ns tru ct io n

S ub m itt al s

G C

O R

P ho to gr ap hy

P la n G

C O

R P re -C on st ru ct io n

P ho to gr ap hs

S D

-0

C er tif ic at es

G C

O R

C on st ru ct io n P ho to gr ap hs G

C O

R P os t-C on st ru ct io n

P ho to gr ap hs

S D

-0

P re co ns tru ct io n

S ub m itt al s

1.

G C

O R

S ub m itt al re gi st er

S

D -0

P re co ns tru ct io n S ub m itt al s 1.

G

C O

R

LE

E D

Im pl em en ta tio n P la n

S D

-1

C lo se ou t S ub m itt al s

1.

G C

O R

LE

E

D D oc um en ta tio n

N ot eb oo k

S

D -0

P re co ns tru ct io n S ub m itt al s G

D O

Q ua lif ic at io ns o f S af et y

P er so nn el 1.

G

A A cc id en t P re ve nt io n P la n

(A P

P

1.

G A

A ct iv ity

H az ar d

A na ly si s (A

H A

1.

7.

G A

C ra ne C rit ic al L ift P la n

1.

6.

1.

G A

C ra ne O pe ra to rs

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0008

Section 01 33 00 Page 13

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

Jo in t S A

TC

O

M E ng in ee rin g C en te r

S D

-0

Te st

R ep or ts

1.

FI

O

R ep or ts

1.

.1

FI

O A cc id en t R ep or ts 1.

.3

FI

O

O S

H A

L og

FI

O

M on th ly

R ec or d of W or k-

R el at ed

In ju rie s/

Ill ne ss es

E xp os ur e

1.

.5

FI

O M on th ly E xp os ur e

R ep or ts

1.

.6

FI

O C ra ne

R ep or ts

FI

O

G as

P ro te ct io n

S D

-0

C er tif ic at es

1.

FI

O

C on fin ed

S pa ce E nt ry

P er m it

1.

FI

O

H ot w or k pe rm it

FI

O

Li ce ns e

C er tif ic at es

1.

.7

FI

O C er tif ic at e of

C om pl ia nc e

S D

-0

P re co ns tru ct io n

S ub m itt al s

G C

O R

Te m po ra ry F ac ili tie s

S ite

P la n G

C O

R D us t C on tro l P la n

S

D -0

P re co ns tru ct io n S ub m itt al s 1.

G

C O

R E nv iro nm en ta l P ro te ct io n P la n

S D

-0

P re co ns tru ct io n

S ub m itt al s

1.

3.

FI

O S to rm

W at er P ol lu tio n

P re ve nt io n

P la n 1.

3.

FI

O

S to rm W at er

N ot ic e of In te nt

S D

-0

Te st

R ep or ts

FI

O

S to rm W at er

In sp ec tio n R ep or ts fo r G en er al

P er m it

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0008

Section 01 33 00 Page 14

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

Jo in t S A

TC

O

M E ng in ee rin g C en te r

1.

FI

O

E ro si on a nd

S ed im en t C on tro ls

S D

-0

C er tif ic at es

2.

1.

FI

O M ill C er tif ic at e or

A ffi da vi t

S

D -0

P re co ns tru ct io n S ub m itt al s 1.

G

C O

R W as te

M an ag em en t P la n

S D

-1

C lo se ou t S ub m itt al s

1.

FI

O

R ec or ds

S D

-0

P ro du ct

D at a 1.

3.

FI

O

A s-

B ui lt R ec or d of

E qu ip m en t an d

M at er ia ls 1.

7.

FI

O

W ar ra nt y M an ag em en t P la n 1.

7.

FI

O

W ar ra nt y Ta gs

FI

O Fi na l C le an in g

1.

FI

O

S pa re P ar ts

D at a S

D -0

M an uf ac tu re r’s

In st ru ct io ns

1.

FI

O

P re ve nt at iv e M ai nt en an ce 1.

FI

O C on di tio n

M on ito rin g (P re di ct iv e Te st in

g) 1.

FI

O In sp ec tio n

1.

7.

FI

O In st ru ct io ns S

D -1

O pe ra tio n an d

M ai nt en an ce

D at a 1.

FI

O O pe ra tio n an d

M ai nt en an ce

M an ua ls

S D

-1

C lo se ou t S ub m itt al s

1.

3.

FI

O R ec or d D ra w in gs

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0008

Section 01 33 00 Page 15

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

Jo in t S A

TC

O

M E ng in ee rin g C en te r

1.

G C er tif ic at io n of E

P A

D es ig na te d

Ite m s 1.

G

Fo rm

D D

1.

G C he ck lis t f or F or m

D D

S D

-0

P re co ns tru ct io n

S ub m itt al s

1.

6.

G

E xi st in g C on di tio ns

S D

-0

C er tif ic at es

1.

G D em ol iti on

P la n 1.

4.

G N ot ifi ca tio ns S

D -1

C lo se ou t S ub m itt al s 1.

4.

FI

O

R ec ei pt s

S

D -0

P ro du ct D at a

3.

G D

O O n-si te H az ar do us

W as te M an ag em en t 3.

FI

O N ot ic es o f N on

-C om pl ia nc e an d

N ot ic es o f V io la tio n

S D

-0

Te st

R ep or ts

3.

G D

O R ec or dk ee pi ng

3.

FI

O

S pi ll R es po ns e

3.

G D

O E xc ep tio n

R ep or ts

2.

1.

FI

O P ac ka gi ng

N ot ifi ca tio ns

S D

-0

C er tif ic at es

1.

4.

FI

O C er tif ic at io n

3.

2.

FI

O S ec ur ity P la n

1.

4.

G

D O

Tr an sp or ta tio n an d D is po sa l

C oo rd in at or

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0008

Section 01 33 00 Page 16

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

Jo in t S A

TC

O

M E ng in ee rin g C en te r

1.

4.

G

D O

Tr ai ni ng

3.

2.

FI

O E

P A

O ff-

S ite

P ol ic y

3.

2.

FI

O C er tif ic at es o f D is po sa l 3.

2.

G D

O S hi pp in g

D oc um en ts a nd P ac ka gi ng s C er tif ic at io n

3.

G D

O W as te

M in im iz at io n

S

D -0

S ho p

D ra w in gs 1.

G

D O

D et ai le d D ra w in gs

S D

-0

P ro du ct

D at a 3.

.5

.1 G

D O

A sb es to s W as te

S hi pm en t R ec or ds 3.

.4

G D

O W ei gh t B ill s an d D el iv er y

Ti ck et s

2.

G D

O E nc ap su la nt s

1.

G D

O R es pi ra to ry P ro te ct io n P ro gr am 3.

G

D O

C le an up a nd

D is po sa l 1.

G

D O

Q ua lif ic at io ns 1.

FI

O Tr ai ni ng P ro gr am 1.

G

D O

Li ce ns es

, P er m its a nd

N ot ifi ca tio ns

S D

-0

Te st

R ep or ts

3.

G D

O E xp os ur e

A ss es sm en t a nd A ir M on ito rin g

1.

FI

O

Lo ca l E xh au st

S ys te m

S D

-0

C er tif ic at es

1.

FI

O

Lo ca l E xh au st

S ys te m

2.

G D

O E nc ap su la nt s

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0008

Section 01 33 00 Page 17

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

Jo in t S A

TC

O

M E ng in ee rin g C en te r

1.

FI

O

M ed ic al

S ur ve ill an ce

R eq ui re m en ts

S

D -0

P ro du ct D at a

2.

FI

O

Fo rm

M at er ia ls 2.

1.

FI

O

Fo rm

R el ea si ng A ge nt s

S

D -0

P ro du ct D at a

2.

FI

O

P re fo rm ed E xp an si on

J oi nt F ill er

2.

FI

O

S ea la nt

S D

-0

S am pl es

2.

2.

FI

O Lu br ic an t f or P re fo rm ed

C om pr es si on

S ea ls

FI

O N on -m et al lic M at er ia ls

S D

-0

C er tif ic at es

2.

FI

O

P re fo rm ed E xp an si on

J oi nt F ill er

2.

FI

O

S ea la nt

S D

-0

S ho p D ra w in gs

3.

G R ei nf or ce m en t S

D -0

C er tif ic at es 2.

FI

O R ei nf or ci ng S te el

S D

-0

P ro du ct

D at a 1.

G

D O

M ix tu re

P ro po rti on s

G D

O Fl oo r H ar de ne r

G D

O C on cr et e

P ol is hi ng S ys te m S

D -0

S am pl es 2.

3.

FI

O

S ur fa ce

R et ar de r S

D -0

Te st R ep or ts

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0008

Section 01 33 00 Page 18

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

Jo in t S A

TC

O

M E ng in ee rin g C en te r

3.

G D

O Te st in g an d In sp ec tio n fo r

C on tra ct or Q ua lit y C on tro l S

D -0

C er tif ic at es 1.

FI

O Q ua lif ic at io ns

S D

-0

P re co ns tru ct io n

S ub m itt al s

1.

FI

O

C on cr et e an d G ro ut in g

P la ce m en t a nd a n In sp ec tio n

P la n S

D -0

S am pl es 2.

FI

O A gg re ga te s 2.

FI

O E xp an si ve

A dm ix tu re s

S D

-0

Te st

R ep or ts

2.

FI

O

E xp an si on 2.

FI

O C om pr es si ve S tre ng th 2.

FI

O In sp ec tio n

R ep or ts

2.

FI

O

E xp an si ve G ro ut

2.

FI

O

P or tla nd

C em en t

S D

-0

C er tif ic at es

2.

FI

O

P or tla nd

C em en t

2.

FI

O

E xp an si ve A dm ix tu re s 2.

FI

O E xp an si ve

G ro ut 2.

FI

O A gg re ga te s

S

D -0

S ho p

D ra w in gs 1.

FI

O D et ai l D ra w in gs S

D -0

P ro du ct D at a

1.

1.

FI

O Lo ca l/R eg io na l M at er ia ls

S D

-0

S am pl es

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0008

Section 01 33 00 Page 19

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

Jo in t S A

TC

O

M E ng in ee rin g C en te r

2.

FI

O

E xp an si on J oi nt

M at er ia ls G

D O

S to ne It em s

2.

1.

FI

O C on cr et e

M as on ry

U ni t 1.

FI

O S am pl e P an el

S D

-0

Te st

R ep or ts

3.

FI

O

C al cu la tio ns

S D

-0

C er tif ic at es

2.

1.

FI

O C on cr et e

M as on ry

U ni t 2.

FI

O Jo in t R ei nf or ce m en t 2.

FI

O E xp an si on

J oi nt M at er ia ls

2.

FI

O

In su la tio n 2.

FI

O E xt er io r S he at hi ng

2.

8.

FI

O D ra in ag e

B oa rd

FI

O V ap or

B ar rie r

2.

FI

O

V en ee r A nc ho rs 2.

.2

FI

O

W el di ng

S D

-0

P ro du ct

D at a 1.

G

D O

W el di ng

P ro ce du re Q ua lif ic at io ns

1.

5.

G

D O

W el de r, W el di ng

O pe ra to r, an d Ta ck er

Q ua lif ic at io n 1.

5.

FI

O

In sp ec to r Q ua lif ic at io n 1.

5.

FI

O

P re vi ou s Q ua lif ic at io ns

1.

5.

FI

O P re -q ua lif ie d

P ro ce du re s

S D

-0

Te st

R ep or ts

3.

FI

O

Q ua lit y

C on tro l

3.

3.

FI

O N on de st ru ct iv e E xa m in at io n

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0008

Section 01 33 00 Page 20

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O F

P

A G

E S

Jo in t S A

TC

O

M E ng in ee rin g C en te r

S D

-0

C er tif ic at es

1.

5.

FI

O C er tif ie d

W el di ng

P ro ce du re S pe ci fic at io ns

(W P

S

1.

5.

FI

O C er tif ie d

B ra zi ng

P ro ce du re S pe ci fic at io ns

(B P

S

1.

5.

FI

O C er tif ie d

P ro ce du re Q ua lif ic at io n

R ec or ds

(P Q

R

1.

5.

FI

O C er tif ie d

W el de r P er fo rm an ce Q ua lif ic at io ns

(W P

Q

1.

5.

FI

O C er tif ie d

B ra ze r P er fo rm an ce Q ua lif ic at io ns

(B P

Q

S D

-0

P re co ns tru ct io n

S ub m itt al s

1.

6.

FI

O W el de r q ua lif ic at io n 1.

6.

FI

O

M at er ia l S af et y

D at a S he et

S D

-0

S ho p D ra w in gs

G D ee p

Lo ng sp an

S te el J oi st

Fr am in g

S D

-0

Te st

R ep or ts

3.

FI

O

E re ct io n in sp ec tio n

3.

FI

O

W el di ng in sp ec tio ns S

D -0

C er tif ic at es 1.

6.

FI

O

A cc es so rie s

1.

6.

FI

O C er tif ic at io n of C om pl ia nc e

S

D -0

P re co ns tru ct io n S ub m itt al s 1.

6.

FI

O

W el de r q ua lif ic at io n

1.

6.

FI

O M at er ia l S af et y D at a

S he etSU B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0008

Section 01 33 00 Page 21

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O

F

P A

G E

S

Jo in t S A

TC

O

M E ng in ee rin g C en te r

S D

-0

S ho p D ra w in gs

G Lo ng sp an S te el

J oi st F ra m in g

S D

-0

Te st

R ep or ts

3.

FI

O

E re ct io n in sp ec tio n

3.

FI

O

W el di ng in sp ec tio ns S

D -0

C er tif ic at es 1.

6.

FI

O

A cc es so rie s

1.

6.

FI

O C er tif ic at io n of C om pl ia nc e

S

D -0

P re co ns tru ct io n S ub m itt al s 1.

6.

FI

O

W el de r q ua lif ic at io n

1.

6.

FI

O M at er ia l S af et y D at a

S he et S

D -0

S ho p

D ra w in gs 1.

6.

G S te el jo is t f ra m in g S

D -0

Te st R ep or ts 3.

3.

FI

O

E re ct io n in sp ec tio n

3.

3.

FI

O W el di ng in sp ec tio ns

S D

-0

C er tif ic at es

2.

FI

O

A cc es so rie s

1.

6.

FI

O C er tif ic at io n of C om pl ia nc e

S

D -0

S ho p

D ra w in gs 1.

3.

FI

O

Fa br ic at io n

D ra w in gs 2.

3.

1.

FI

O M et al

F lo or D ec k

U ni ts 2.

3.

1.

FI

O M et al

F lo or D ec k

U ni ts 2.

3.

FI

O

M et al F lo or

D ec k U ni ts

2.

3.

4.

FI

O

C an t S tri ps 2.

3.

4.

FI

O R id ge a nd

V al le y

P la te s

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0008

Section 01 33 00 Page 22

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O

F

P A

G E

S

Jo in t S A

TC

O

M E ng in ee rin g C en te r

2.

3.

4.

FI

O

M et al C lo su re S tri ps

S D

-0

P ro du ct

D at a 2.

FI

O A cc es so rie s 2.

3.

FI

O

D ec k U ni ts

2.

1.

3.

FI

O

G al va ni zi ng

R ep ai r P ai nt

2.

1.

FI

O G al va ni zi ng R ep ai r P ai nt 2.

1.

FI

O

Jo in t S ea la nt

M at er ia l 2.

2.

FI

O

M ec ha ni ca l F as te ne rs

2.

3.

1.

FI

O

M et al F lo or

D ec k U ni ts

2.

3.

1.

FI

O

M et al F lo or

D ec k U ni ts

2.

3.

FI

O M et al

F lo or D ec k

U ni ts 1.

3.

FI

O

P is to n

To ol

O pe ra to r 2.

3.

FI

O

R ep ai r P ai nt

FI

O

S ou nd A bs or bi ng

M at er ia l 1.

3.

FI

O

W el de r Q ua lif ic at io ns

1.

3.

FI

O W el di ng E qu ip m en t 1.

3.

FI

O

W el di ng

R od s an d A cc es so rie s S

D -0

S am pl es 2.

FI

O M et al

R oo f D ec k U ni ts

FI

O

Fl ex ib le

C lo su re

S tri ps 2.

FI

O A cc es so rie s S

D -0

D es ig n D at a

2.

3.

FI

O D ec k

U ni ts S

D -0

C er tif ic at es 1.

3.

FI

O

W el di ng

P ro ce du re s

1.

3.

4.

FI

O

Fi re

S af et y

SU

B

M

IT

TA

L

R

EG

IS

TE

R C

O N

TR

A

C T

N O

TI

TL

E A

N D

L O

C A

TI

O

N C

O N

TR

A

C

TO

R

C O

N

TR

A C

TO

R

S

C H

E D

U

LE

D A

TE

S

C O

N

TR

A C

TO

R

A C

TI

O

N A

P P

R O

V

IN

G A

U

TH

O R

IT

Y

A C T I V I T Y N O

T R A N S M I T T A L N O

S P E C S E C T

D E

S C

R

IP

TI

O

N

IT

E

M S

U B

M

IT

TE

D

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T O R A / E R E V W R S

U B

M

IT

A P

P R

O V

A L

N E

E D

E D

B Y

M A

TE

R

IA

L

N E

E D

E D

B Y

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

D A

TE

F

W D

TO

A

P P

R A

U

TH

D A

TE

R

C D

FR

O

M C

O N

TR

D A

TE

F

W D

TO

O

TH

E

R R

E V

IE

W

E R

D A

TE

R

C D

FR

O

M O

TH

R

E V

IE

W

E R

A C T I O N C O D E

D A

TE

O

F A

C

TI

O N

M A

IL

E

D

TO

C O

N

TR

D A

TE

R

C D

FR

M

A P

P R

A U

TH

R

E M

A R

K S

(a

(b

(c

(d

(e

(f) (g

(h

(i)

(j) (k

(l)

(m

(n

(o

(p

(q

(r

Amendment No. 0008

Section 01 33 00 Page 23

B M

IT

TA

L

FO

R M

,J an

P R

E V

IO

U

S E

D

IT

IO

N

IS

O

B S

O

LE

TE

P

A G

E

O

F

P A

G E

S

Jo in t S A

TC

O

M E ng in ee rin g C en te r

1.

3.

4.

FI

O

W in d S to rm

R es is ta nc e

S D

-0

S ho p D ra w in gs

1.

6.

G

D O

Fr am in g

C om po ne nt s

S D

-0

P ro du ct

D at a 2.

FI

O st ud s,…