Amendment 4.pdf

OMB CONTROL NO. 0690-0008

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

PAGE OF PAGES

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

4. REQUISITION/PURCHASE REQ. NO.

5. PROJECT NO. (If applicable)

AMENDMENT #FOUR (4)

12/30/09

NAAJ5732-10-00257

6. ISSUED BY

CODE

N/A

7. ADMINISTERED BY (If other than Item 6)

CODE

NOAA, WESTERN ACQUISITION DIVISION

7600 SAND POINT WAY, NE

SEATTLE, WA 98115-6349

SAME AS BLOCK 6

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

(Υ) x

9A.

AMENDMENT OF SOLICITATION NO.

AB1330-10-RP-0005

9B.

DATED (SEE ITEM 11)

11/23/09

10A.

MODIFICATION OF CONTRACT/ORDER

NO.

10B.

DATED (SEE ITEM 13)

CODE N/A

FACILITY CODE N/A

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 Offers is extended, is not extended.-

Offers 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 1 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)

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

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

(Υ)

A.

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

TRACT 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.)

RECOVERY—CONSTRUCTION OF NOAA'S LA JOLLA LABORATORY REPLACEMENT PROJECT

LA JOLLA, CALIFORNIA

A. REMINDER: Offeror's submitting a proposal in response to this solicitation shall ensure and confirm that customers they have provided Past Performance Questionnaire Form(s) (Attachment J.2.3), send completed questionnaires directly to the Government point of contact so that it is received no later than 2:00 PM Seattle local time (PST), on January 12, 2010, in order to be considered for inclusion and evaluation of this factor."

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)

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

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

15B. CONTRACTOR/OFFEROR

15C. DATE SIGNED

16B. UNITED STATES OF AMERICA

16C. DATE SIGNED

BY

BY

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXX

(Signature of person authorized to sign)

(Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

30-105

STANDARD FORM 30 (REV 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

AB1330-10-RP-0005 Page 2

B. Reference Technical Specifications: The following technical specification sections have been revised as noted below and may include replacement documents as an attachment to the amendment:

1 Table of Contents (TOC):

• Indicates revisions dated 12/23/2009 to specification sections

2 Specification 02231 – Tree Protection and Trimming

• Part 1.3.G – Add this article:

G. LEED Information:

1. Product Data for LEED Credits MR 4.1 and 4.2, Recycled Content: For products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content; include statement indicating costs for each product having recycled content.

2. Product Certificates for LEED Credits MR 5.1 and Credit MR 5.2, Regional Materials: For products and materials required to comply with requirements for regional materials indicating location and distance from Project of material manufacturer and point of extraction, harvest, or recovery for each raw material. Include statement indicating cost for each regional material and the fraction by weight that is considered regional.

• Part 2.1.D.1 – Change Article to read:

1. Plastic Protection-Zone Fencing: Plastic construction fencing constructed of high-density extruded and stretched polyethylene fabric with 5 centimeter 2-inch maximum opening in pattern and supported by tubular or T-shape galvanized-steel posts spaced not more than 2.4 meter 8 feet apart. High-visibility orange color, nonfading.

• Part 2.1.D.2 – Change Article to read:

2. Height of Fencing: 1.2 meter 4 feet

• Part 3.6.C – Change paragraph to read:

C. Minor Fill within Protection Zone: Where existing grade is 5 centimeter 2 inches or less below elevation of finish grade, fill with topsoil. Place topsoil in a single uncompacted layer and hand grade to required finish elevations.

3 Specification 02810 – Irrigation System

• Change references to Landscape Architect and /or Owner to reference Government as indicated in the revised specification

• Part 2.15.B – Change paragraph as indicated

• Part 2.17.5 – Change paragraph as indicated

• Part 3.3.C – Change paragraph as indicated

• Part 3.3.D – Change paragraph as indicated

• Part 3.4.B.2.g – Change paragraph as indicated

• Part 3.4.B.2.k – Change paragraph as indicated

• Part 3.5.B.4 – Change paragraph as indicated

• Part 3.5.B.5 – Change paragraph as indicated

• Part 3.5.B.6 – Change paragraph as indicated

• Part 3.6.A – Change paragraph as indicated

• Part 3.6.D – Change paragraph as indicated

• Part 3.7.F – Change paragraph as indicated

• Part 3.8.B.9 – Change paragraph as indicated

• Part 3.8.F.3 – Change paragraph as indicated

• Part 3.8.H.2 – Change paragraph as indicated

• Part 3.8.H.7 – Change paragraph as indicated

• Part 3.8.I.4 – Change paragraph as indicated

• Part 3.8.J.1.a – Change paragraph as indicated

AB1330-10-RP-0005 Page 3

• Part 3.8.J.1.b – Change paragraph as indicated

• Part 3.8.J.1.c – Change paragraph as indicated

• Part 3.8.J.1.h – Change paragraph as indicated

• Part 3.8.J.1.k – Change paragraph as indicated

• Part 3.8.J.1.l – Change paragraph as indicated

• Part 3.8.J.1.a – Change paragraph as indicated

4 Specification 02931 – Exterior Plants

• Part 2.14 – Add this article in its entirety:

2.14 ROCK COBBLE MULCH

A. River rock cobble mulch shall be Arizona Cobble available from Southwest Boulder and Stone southwestboulder.com, or approved equal.

B. Size: Shall be as indicated on plans.

C. Contractor shall submit photographs of representative samples for review and approval by the Government prior to ordering and installation.

• Part 2.15 – Add this article in its entirety:

2.15 DECOMPOSED GRANITE

A. Decomposed granite for landscape mulch shall be 1 cm 3/8” minus, California Gold available from KRC Rock, or approved equal.

B. Decomposed granite for stabilized path shall be 1 cm 3/8” minus, California Gold, premixed, dry with Stabilizer brand stabilizer, or approved equal.

C. Contractor shall submit representative samples for review and approval by the Government prior to ordering and installation.

5 Specification 03331 – Cast In Place Architectural Concrete

• All references to 03331 CAST IN-PLACE ARCHITECTURAL CONCRETE in the architectural drawings shall be globally changed to reference 03300 CAST IN-PLACE CONCRETE.

6 Specification 05120 – Structural Steel

• The specification has been revised to eliminate architecturally exposed structural steel.

7 Specification 05400 – Cold-Formed Metal Framing – Revise specification as follows:

• Part 1.2.A.1 – Change paragraph to read:

1. Exterior non-load-bearing wall framing.

• Part 1.3.A.1 – Change paragraph to read:

1. Design Loads: As indicated on the structural drawings.

• Part 1.3.A.2.a – Change paragraph to read:

a. Exterior Non-Load-Bearing Wall Framing: Horizontal deflection of 1/360 of the wall height.

• Part 2.2.A.1 – Change paragraph to read:

1. Minimum Base-Metal Thickness: 0.0428 inch (1.09 mm) (18 Gauge)..

• Part 2.2.A.2 - Change paragraph to read:

2. Minimum Flange Width: 1-5/8 inches (41 mm).

• Part 2.5 – Add this part in its entirety:

2.5 FABRICATION

B. Fabricate cold-formed metal framing and accessories plumb, square, and true to line, and with connections securely fastened, according to referenced AISI's specifications and standards, manufacturer's written instructions, and requirements in this Section.

1. Cut framing members by sawing or shearing; do not torch cut.

• Part 3.3.B.1 – Change paragraph to read:

1. Stud Spacing: 24” o.c., minimum, as required to meet design loads and exterior building finish installation and performance.

• Part 3.4, A, Testing: Contractor will engage a qualified independent testing and inspecting agency…

AB1330-10-RP-0005 Page 4

8 Specification 05521 – Pipe and Tube Railings

• Reissued Section in its entirety

9 Specification 06402 – Interior Architectural Woodwork

• Part 2.2.C – Change paragraph to read:

C. Pulls: Brushed aluminum wire pulls, typical.

• Part 2.3.F – Add paragraph:

F. Aluminum trim between panels shall be brushed aluminum.

10 Specification 07182 – Pedestrian – Vehicular Traffic Coating

• Change title to indicate additional systems to cover parking garage slab coatings as indicated in the drawings.

• Part 3.3 – Change Article as indicated

• Part 3.4 – Add this Article in its entirety

11 Specification 07716 – Expansion Joint Assemblies

• Add the following joint types to the SCHEDULE OF EXPANSION JOINTS:

5. 76 mm [3IN] Expansion Joint, Type 7: Basis of Design: M&M Systems ABC-350.

6. 76 mm [3IN] Expansion Joint, Type 8: Basis of Design: M&M Systems ABC-C-350.

12 Specification 07842 – Fire Resistive Joint Systems

• Revised Part 3.2, A. no more than 300 mm [6 IN]

13 Specification 08340 – Overhead Coiling Grilles

• Added Part 2.5, E, 1. Overhead coiling grilles shall be interfaced with security system and will close when activated.

14 Specification 08362 – Overhead Coiling Doors

• Added Part 2.4, C. Automatic-Closing Devices:

15 Specification 08411 – Aluminum Framed Entrances and Storefronts

• Added Part 2.6, B: Breakmetal Spandrel 16 Specification 08520 – Aluminum Windows

• Added Part 2.2, F. Break Metal 17 Specification 08710 – Door Hardware

• Revised Part 1.1: B and C, 9.

• Revised Part 2.1 Manufacturers

• Revised HW Set: 28

• Revised HW Set: 65

18 Specification 08911 – Glazed Aluminum Curtain Walls

• Added Part 2.2, C: Break Metal:

19 Specification 09111 – Non Load Bearing Steel Framing

• Added Part 2.4, C: Break metal installations are indicated in Division 08 Sections.

20 Specification 09250 – Gypsum Board

• Added Part 2.2, F. Cementitious Backer Units

21 Specification 09547 – Linear Wood Ceilings

• Part 2.2 Wood Grille Ceiling Panels: Added (Type CL-3)

22 Specification 09638 – Interior Stone Base and Rock Flooring

• Part 2.1: Added C. Dimensions: 101 mm x 914 mm x 0.30 mm [4 IN x 36 IN x ¾ IN].

23 Specification 10200 – Architectural Louvers

• Added Specification in its entirety

24 Specification 10265 – Impact Resistant Wall Protection

• Delete Part 2.3 Wall Guards

25 Specification 11160 – Loading Dock Equipment

• Part 2.2, C: Rated Capacity: Lifting capacity of not less than 5,444 kg [12,000 lb].

AB1330-10-RP-0005 Page 5

26 Specification 11640 – Laboratory Equipment

• Modified spec

• Part 1.1, A: Added item E-7 and E-11 to Summary

27 Specification 11641 – Laboratory FF&E

• Modified spec

• Added Lab FF&E Schedule Matrix and Cut Sheets to specification

28 Specification 12051 – Attachment A – Product Requirements: Salient Features of Systems Furniture

• Change first paragraph, fifth bullet of Section 12051 Attachment A to read as follows:

"For product and maintenance support, one system with dealer or manufacturer located within 50 miles of project site."

29 Specification 12051 – Furniture Cut Sheets

• Revised furniture items: CH 5 and CH 14

30 Specification 12630 – Laboratory Casework and Other Furnishings

• Modified spec

• Revise Part 1.2A, Undivided Responsibility, to read as follows:

"A. Unless specified otherwise, because of special coordination requirements, the supplier of the scope of work described in this Section shall also provide the scope of work described in the following Sections:

1. 2. Section 11610 - Fume Hoods and Exhaust Devices."

• Added Part 2.26 High Pressure Hose Station 31 Specification 13035 – Controlled Environment Rooms

• Modified spec

• Delete Paragraph 1.02, A. in its entirety.

• Part 1.09, B: Deleted: to compressors remotely located, verify location with mechanical drawings.

• Part 2.02, H, 2, g, 3: Added: Compressor for Necropsy Freezer (room 119) compressor to be mounted on top of Anteroom Thawing (room 120) / Through-put Freezer (121) due to structural and mechanical duct limitations above Necropsy Freezer (room 119).

32 Specification 13037 – Cleanroom Ceiling Systems

• Modified spec for coordination

• Part 1.3, E, 1: Deleted: the Indiana Building Code

33 Specification 13090 – Radiation Protection

• Part 2.1, A: Added items 1 and 2

• Part 2.2, A: Added #2, Minimum Lead Sheet Gauge

• Part 2.3, A: Added #2, Minimum Lead Sheet Gauge

• Deleted Part 3.2

34 Specification 14210 – Electric Traction Passenger Elevators

• Part 1.2.6 - Delete Division 9 painting Sections for field painting of hoistway entrance doors and frames.

• Part 2.1.A.1 - Change Basis of Design requirements:

1. KONE Inc, Monospace.

• Part 2.4.D - Change paragraph to read:

D. Entrance Finish: Refer to Part 2.10 for requirements.

• Part 2.10 - Revise article as follows:

2.10 ELEVATORS

1. Elevator Number(s): #1 and # 3.

2. Type: AC Gearless traction.

3. Machine Location: None required.

4. Rated Load:

a. Elevator # 1: 1816 Kg [4,000 Lb]

b. Elevator # 3: 1135 Kg [2,500 Lb]

AB1330-10-RP-0005 Page 6

5. Rated Speed: 200 fpm.

6. Number of Stops:

a. Elevator # 1: Four stops.

1) 208 FT – 0 IN.

2) 221 FT – 6 IN.

3) 236 FT – 0 IN.

4) 251 FT – 0 IN.

5) 266 FT – 0 IN.

b. Elevator # 3: One stop.

1) 221 FT – 6 IN

2) 236 FT – 0 IN

7. Car Enclosures:

a. Elevator # 1: 2350 mm x 1657 mm x 2438 mm high, [7 FT – 8 1/2 IN x 5 FT – 5 ¼ IN x 8 FT high].

b. Elevator # 3: 2032 mm x 1295 mm x 2438 mm high, [6 FT – 8 IN x 4 FT – 3 IN x 8 FT high].

c. Walls: Elevators # 1 and # 3; Fused Nickel Silver: Wall Panels and Reveals shall be Fused Nickel Silver complying with ASTM A240 as provided by Forms + Surfaces.

d. Door Faces (Interior): Elevators # 1 and # 3; Fused Nickel Silver: Door face, jambs, and headers shall be Fused Nickel Silver complying with ASTM A240 as provided by Forms + Surfaces

e. Door Sills: Aluminum, mill finish.

f. Ceiling:

1) Provide ceiling system consisting of a six panel grid with panels separated by black reveal

2) Ceiling system to include cab interior lighting.

3) Ceiling system must allow access to cab exit hatch

4) Material: Fused Nickel Silver: type 304, 20 gauge thickness.

5) Finish: “Sandstone” as specified in section 09548 “Stainless Steel Wall Panels”.

g. Handrails: 38 mm [1-1/2 inches] satin US32D.

h. Floor prepared to receive carpet (specified in Division 9 Section "Carpet").

i. Lighting:

1) Recessed low-voltage halogen downlights.

2) Lamps: 20W halogen with aluminum reflector and code-compliant front safety glass cover.

3) Quantity: Provide one light centered in each of the ceiling grid panels for a total of six.

8. Hoistway Entrances:

a. Width:

1) Elevator # 1: [48 inches (1219 mm)]

2) Elevator # 3: [48 inches (1219 mm)]

b. Height: 2438 mm [8 FT].

c. Type: Single-speed center opening.

d. Fire-Protection Rating: 1-1/2 hour with 30-minute temperature rise of 259 deg C [450 deg F].

e. Frames; Match Door Finish as indicated in drawings.

f. Doors: Elevators # 1 and # 3; Fused Nickel Silver: Door face, jambs, and headers shall be

Fused Nickel Silver complying with ASTM A240.

1) Finish: “Sandstone” as specified in section 09548 “Stainless Steel Wall Panels”.

2) Elevator # 1: CO.

3) Elevator # 3: SSP-CO

g. Sills Aluminum, mill finish.

AB1330-10-RP-0005 Page 7

9. Hall Fixtures: Kone KSS 370.

10. Provide inspection certificate in each car, mounted under acrylic cover with frame made from US

23 D.

a. Provide blanket hooks in all cars.

35 Specification 14213 – Electric Traction Service Elevators

• Service Elevator located at grid lines G and 9.2 is Elevator 2, not Elevator 3.

• Part 2.9 Elevators, A - Change Elevator No: 3 to No: 2

36 Specification 15223 – Chemical Waste Systems for Laboratory

• Specification has been updated to include metric information

37 Specification 15550 – Breechings, Chimneys, and Stacks

• See revision to specification 15550 Breeching, Chimneys, and Stacks; paragraphs 1.2 A-3, 2.3, 3.2 D and 3.3 for clarification

C. Reference Drawing Sheets: The following drawing sheets have been revised as noted below and replacement sheets included as an attachment to this amendment:

1 G000 – Graphic Symbols, Abbreviations, and General Information

• Added S416 to Drawing Index

• There were two sheets A030 indicated on the drawing index. One has been changed to A031.

2 G104 – Level 4 Code Plan

• Drawing A16 – Area of Control Breakdown o Revised the area of floor structural system requiring 2-Hour fire resistance rating. –CBC 414.2.4 o See revision of dashed line around Level 3, east side of building.

3 C103 – Detail Sheet

• Deleted 6” PCC Concrete Detail

• Revised size of backflow on detail from 6” to 10”

• Revised Rainstore detail call out from “Catch Basin or other suitable filtration system (by others)”, to

“Stormceptor STC-3600.”

• Revised title of detail from “AC pavement at Fire Lane” to “AC Pavement”

4 C300 – Grading Plan

• Add curb data callouts and data table.

• Revised top of wall elevations on soil nail wall.

• Add rock and filter fabric to perforated pipe detail.

• Revise trench drain detail to show retaining wall adjacent to trench drain

5 C403 – Improvement Plan

• Added limits of demolition within right of way to improvement plan

6 C600 – Erosion Control Plans

• Added size type and slope to temporary drainage pipe at the desilting basin

7 LGR 113 – Level 4 – South Green Roof Materials and Planting

• Added Concrete Pavers to Legend

8 S111 – Partial First Floor Framing Plan Level 1

• Revised a beam mark at a transfer beam supporting a column originating at this level

9 S132 – Partial Third Floor Framing Plan Level 3

• Revised a beam mark, labeled locations requiring embed plates for beam supports

10 S142 – Partial Fourth Floor Framing Plan Level 4

• Revised sections showing beam support at south spandrel condition, new section at interior framing

AB1330-10-RP-0005 Page 8

11 S200 – Column Schedule and Typical Details

• Revised Column Schedule

12 S201 – Typical Details and Schedule

• Added new details. Details include new section cut at soil nail retaining wall showing rail wall extension at top 13 S210 – Concrete Beam Schedule

• Revised beam mark in schedule 14 S213 – Concrete Beam Schedule

• Revised beam mark in schedule 15 S342 – Technology Tank Details

• Revised the roof truss bearing detail to show bearing plate information. Added and revised dimensions on the roof truss elevation

16 S401 – Typical Details

• Revised a base plate mark in schedule

17 S411 – Details

• Revised D and M details on this sheet

18 S420 – Details

• Added detail E, revised detail G

19 S423 – Details

• Revised top of soil nail wall elevations. Added information for rail wall extending from soil nail wall, added detail for drainage mats and weeps for soil nail wall, added information for weeps at cast in place retaining wall

20 A025 – Millwork Details

• Detail 5/A025 revised.

21 A026 – Millwork Details

• Revise the following specification references in Details 8, 10, 11 and 12:

o Change 09540 (MT-1) to read 09548 o Change 09751 (ST-1) to read 09638 o Change 09770 to read 06402

22 A030 – Finish Legend

• Revisions to Wall Systems and Ceiling Systems

23 A031 – Finish Schedule

• Room P02B has been deleted from schedule.

24 A040 – Finish Legend

• Revision to G7 wall type.

25 A041 – Interior Partition Details

• Revision to detail 1/A041.

26 A042 – Interior Partition Details

• Revision to details 17, 18, and 19/A042.

27 A043 – Interior Partition Details

• Revision to details 10, 11, 12, 13, 14, 15 and 17/A043.

AB1330-10-RP-0005 Page 9

28 A101 – Level P – Partial Floor Plan - North

• See wall type for plenum in Mechanical Room P04

• Room P02B has been deleted from the plans. Refer to structural drawings for extent of structural work to remain.

29 A112 – Level 1 Partial Floor Plan

• Revised to indicate the extent of waterproofing system on building walls below grade. Refer to Sheet

A328 as an additional reference, which indicates a continuous drain tile at the perimeter of the building which shall tie into storm drainage system.

• Note 8 on sheet A112 should be changed from “Overhead Gate (08331)” to “Overhead Coiling Grille (08340).”

• Added note “11160 Dock Lift” to indicate location of Dock Lift.

• General Notes 10 and 15 have been modified as shown on revised drawing.

30 A101 – Level P – Partial Floor Plan – North A102 – Level P – Partial Floor Plan – South A111 – Level 1 – Partial Floor Plan – North A112 – Level 1 – Partial Floor Plan – South A121 – Level 2 – Partial Floor Plan – North A122 – Level 2 – Partial Floor Plan – South

• The partial floor plans above have been revised to indicate the extent of waterproofing system on building walls below grade. Refer to Sheet A328 as an additional reference, which indicates a continuous drain tile at the perimeter of the building which shall tie into storm drainage system.

31 A105 – Level P – Partial Reflected Ceiling Plan – North A106 – Level P – Partial Reflected Ceiling Plan – South A115 – Level P – Partial Reflected Ceiling Plan – North A116 – Partial Reflected Ceiling Plan – South

• Descriptions of CL-1 and CL-2 have been modified per revised drawing.

• Key Number on Keynote Legend has been modified per revised drawing.

• Extent of plaster (09220) ceiling at Level 1 is indicated per revised drawing.

A125 – Level P – Partial Reflected Ceiling Plan – North

• Corridor 200 is to have a ¾” Cement Plaster Ceiling (09220) as indicated on revised drawing.

• Descriptions of CL-1 and CL-2 have been modified per revised drawing.

A126 – Level P – Partial Reflected Ceiling Plan – South A135 – Level P – Partial Reflected Ceiling Plan – North A136 – Level P – Partial Reflected Ceiling Plan – South A145 – Level P – Partial Reflected Ceiling Plan – North A146 – Level P – Partial Reflected Ceiling Plan - South

• See the partial reflected ceiling plans above for revisions to the Symbol Legend.

32 A140 – Overall Floor Plan – EL 266’-0”

• Added Section Detail reference marks

• Added note pertaining to ‘Paver Pedestals’ at the roof drains

33 A142 – Level 4 – Partial Floor Plan – South

• Added Section Detail N5/A332

34 A161 – Level 1 – Enlarged Plans & Interior Elevations

• Revisions to detail references

• Added metal wall panels (MT-1) and impact resistant gypsum board to Garage wall.

35 A165 – Level 3 – Enlarged Plans and Interior Elevations

• Drawing 1 – Revised restroom numbers to state 456A & 456B

AB1330-10-RP-0005 Page 10

36 A166 – Level 3 – Enlarged Plans and Interior Elevations

• Drawing 20 – References description for finish WS-1

37 A167 – Level 4 – Enlarged Plans and Interior Elevations

• Revised Drawing 22

38 A200 – Exterior Elevations –

• Drawing N1: Exterior Elevation – East o Revised drawing: On far right hand side of drawing a callout is indicated with a “?” Replace the “?” with the note CIP-02 (Architectural Concrete – Board Formed).

39 A320 – Exterior Building Details

• Revised Drawings Q17 and L13 to clarify the extent of stucco cladding along wall and parapet the coping condition 40 A328 – Exterior Building Details

• Drawings A1 and A5:

o Clarified extent of foundation sheet waterproofing with drainage board (07131)

41 A329 – Exterior Building Details

• Drawings N13, J1 and J9: Added Dimensional Control

42 A332 – Exterior Building Details

• Added Detail / Drawing N5 on Sheet A332 to clarify the extent of stucco cladding along wall and the parapet coping condition 43 A333 – Exterior Building Details

• Added Detail / Drawing A1 on Sheet A333 44 A350 – Landscaped Roofs – Subsurface Plans

• Drawing A11: Added Section Detail reference marks 45 A400 – Vertical Circulation – Elevator 1 – Plans/Sections/Details

• Modified Elevator Shaft Dimension at Elevator 1

• Indicated ¾” Cement Plaster (09220) soffits on Drawing E7

46 A411 – Vertical Circulation – Stair 1 – Plans/Sections/Details

• Modified Drawing A11: Wall Section Stair 1

47 A506 – Door & Window Schedule and Types –

• Revise Door and Frame 107D to be LEAD LINED and shall have LEADED GLAZING.

48 M104 – Revised General Note E: See revised drawing

49 M113 – Revised General Note E: See revised drawing

50 M114 – Revised General Note E: See revised drawing

51 M123 – Revised General Note E: See revised drawing

52 M124 – Revised General Note E: See revised drawing

53 M133 – Revised General Note E: See revised drawing 54 M134 – Revised General Note E: See revised drawing 55 M143 – Revised General Note E: See revised drawing

56 EY112

• Revised: ‘KEYED NOTES’

• Revised: Level 1 Partial Plan Security Systems

57 QA001 – Lab Furnishings Equipment Schedules

• In Laboratory Sink Schedules, added HCW-PR-1 service at SK-17c sink type [coordination revision]

• Revised LAB EQUIPMENT SCHEDULE

AB1330-10-RP-0005 Page 11

58 QA402 – Level 1 – Partial Lab Equipment Floor Plan

• Added HCW-PR-1 sink service at 1 sink in Specimen Prep/Procedure [coordination revision]

• Changed blackout curtain note to reference specification section, and provided detail reference

• Added equipment tag E-11 to DARKROOM LIGHT

59 QA503 – Lab Equipment Accessory and Controlled Environment Details

• Removed “OFOI” from A13 detail title

60 QA504 – Lab Equipment Umbilical and Shelving Details

• New detail M1/QA504: Typical Curtain Track Detail

Volume 3 Drawings:

61 A147 – Level 4 – Partial Furniture Plan – North

• Added "FF&E Schedule Code Locations"

62 QF001 – Schedule, Fixtures, Furnishings & Equipment

• Added “COMMENTS” column to schedule

D. Reference Drawing Sheet S101: The following clarification statement is provided for Dwg Sheet S101 building perimeter backfill details:

"Regarding contractor provided gravel backfilling of interstitial space between exterior concrete walls of underground portions of the building and the perimeter soil nail or tie-back retention system--

Contractor shall provide a 762mm (30") wide gravel drainage course of 38mm (1-1/2") size type rock to backfill the interstitial space between the underground portions of the exterior concrete building walls and the perimeter soil nail or tie-back retention system. Additional gravel backfilling is also necessary at the east wall above the mechanical pipe chase detailed schematically on Section A, Dwg Sheet C300."

E. The following clarification regarding issues associated with air rights over adjacent properties to accommodate potential crane swing during construction is provided for clarification purposes only:

"Contractors proposing the use construction cranes which either require the crane to swing over adjacent properties and/or effect potential flight zone restrictions are referred to Provision H.14, Site Ownership and FAR Clause I.72, 52.236-7, Permits and Responsibilities, which is provided in full text below—

Permits and Responsibilities (Nov 1991) The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any Federal, State, and municipal laws, codes, and regulations applicable to the performance of the work. The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor’s fault or negligence. The Contractor shall also be responsible for all materials delivered and work performed until completion and acceptance of the entire work, except for any completed unit of work which may have been accepted under the contract.

(End of Clause)"

F. The due date for proposals remain unchanged at January 14, 2010, at 2:00PM (local PST-Seattle time) in

Seattle, Washington. Submissions shall be sent to the address noted in Block 7, of SF-1442, Solicitation, Offer, and Award Form, with an original, marked as such, and 5 copies. Note: Electronically submitted proposals, attachments, modifications, etc., are not acceptable.

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