W912DW17B0010_Amendment_0001.pdf

PDF 10 MB Posted Aug 25, 2017

Attached to: Replace AHUs and Controls Building 729 Fitness Center McChord
Solicitation number: W912WD17B0010
Issued by: Department of the Army Corps of Engineers Engineering District Seattle

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Amendment 0001 to Invitation For Bid W912DW17B0010

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File	Type	Posted
Abstract_W912DW17B0010.pdf	PDF	Sep 7, 2017
W912DW17B0010_Amendment_0002.pdf	PDF	Aug 30, 2017
Atch-4_PSE_Gas_Service_Installation_Reqmnts_-_Mar2017.pdf	PDF	Aug 5, 2017
Atch-2_CE0463_Vicinity_Map_Bldg_729.pdf	PDF	Aug 5, 2017
Atch-1_HAZMAT_Survey_729_Fitness_Ctr.pdf	PDF	Aug 5, 2017
Atch-3_CE0463_NatGasLines-PSE_mjk.pdf	PDF	Aug 5, 2017
W912DW17B0010.pdf	PDF	Aug 5, 2017
CE0463_IFB_Combined_Specs-02Aug2017.pdf	PDF	Aug 5, 2017
Combined_Dwgs_-_02Aug2017.pdf	PDF	Aug 5, 2017

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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

IFB No.: W912DW17B0010 Amendment No.: 0001 Title: REPLACE AHU’s and CONTROLS, J00729 FITNESS CENTER McCHORD

The purpose of this amendment is to provide the site visit attendance log, and incorporate specifications or files as a result of answ ers to ProjNet questions. The IFB opening time is changed from 2:00 PM until 3:00 PM (local) on 05 September 2017.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 24-Aug-2017

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 W912DW17B0010

X 9B. DATED (SEE ITEM 11)

04-Aug-2017

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 X is extended, 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 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.

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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

24-Aug-2017

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW17B0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 05-Sep-2017 02:00 PM to 05-Sep-2017 03:00 PM.

(End of Summary of Changes)

The following items are applicable to this modification:

AMENDMENT 0001

1. The purpose of Amendment 0001 to IFB Solicitation is to re‐issue & incorporate four (4) Architectural drawings to get rid of a pdf error within the previuosly provided pdf's.

The revised drawings are as follows:

a. A110

b. A120

c. A500

d. A501

2. The site walk attendance log is provided via this amendment.

3. The specifications have been revised based upon ProjNet questions and answers. Revised specifications provided via this amendment.

4. Contractors are to ensure that all amendments are acknowledged in their bids.

5. The due date and time has been revised from 2:00 PM until 3:00 PM local time on 05 September 2017 for receipt of bids. Contractors are reminded that following immediately after 3:00 p.m there will be a public opening of bids in room 343, (third floor conference room).

6. All other terms and conditions of the IFB solicitation remain unchanged.

Attachments:

Architectural Drawings A‐Series Site Walk Attendance Log Combined Specifications (revised 19 Aug 2017)

A B C D E B G H I QPMLK

3.4

NMK.8

ROOF PLAN SYMBOLS GENERAL NOTESROOF PLAN NOTES

design group

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S e c t i o n C h i e f

S u b m i t t e d b y

D e s c r i p t i o n

A p p r

D a t e

S y m b o l

NUMBER:

PLATE

A p p r of Engineers

Seattle District

US Army Corps

D e s c r i p t i o n

S y m b o l

D r a w n b y

C h e c k e d b y

D e s i g n e d b y

D e s i g n f i l e o

D a t e

Sheet of

R e v

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

ISSUED FOR BID

A110

3 56

L D

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M D

R O

O F

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M c C

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1C ROOF PLAN

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ROOFING IDENTIFICATION

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ROOF TOP MECHANICAL

AutoCAD SHX Text unit number, unit weight, unit dimensions, AutoCAD SHX Text

UNIT

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UNIT 1

AutoCAD SHX Text 1000 lbs

AutoCAD SHX Text 72"x60"

AutoCAD SHX Text hvac unit on 12" ht built-up curb with flashing

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SYMBOL AND TEXT

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DESCRIPTION

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NOTE

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REMOVE EXISTING AHU EQUIPMENT CURBS.

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NOTE

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SYMBOL

AutoCAD SHX Text CUT AND PATCH WALL FOR PIPE PENETRATIONS. PROVIDE SEALANT AROUND PENETRATION, BOTH SIDES. EXISTING WALL EFIS OVER GWB SHEATHING, METAL STUDS AND GWB. AVOID CUTTING EXISTING WALL REINFORCEMENT.

AutoCAD SHX Text 1.

AutoCAD SHX Text parapet walls (E)

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CUT OPENINGS IN COMPOSITE CONCRETE AND STEEL DECK FOR NEW DUCT CONNECTIONS.

AutoCAD SHX Text 2.

AutoCAD SHX Text

FILL EXISTING HOLES FOR DUCTS UNLESS RE-USED WITH PLYWOOD COVERS.

AutoCAD SHX Text 3.

AutoCAD SHX Text PROVIDE NEW CURBS FOR NEW AHU UNITS. EQUIPMENT MANUFACTURER'S ROOF CURB, PROVIDED BY MECHANICAL.

AutoCAD SHX Text 4.

AutoCAD SHX Text CUT AND PATCH BUR ASSEMBLY. FLASH AND SEAL CURB PENETRATIONS AIR AND WATER TIGHT.

AutoCAD SHX Text 5.

AutoCAD SHX Text CUT AND PATCH EXISTING PLYWOOD SHEATHING, INSULATION AND METAL ROOF ASSEMBLY TO PROVIDE NEW ROOF DORMER AND LOUVER ASSEMBLIES.

AutoCAD SHX Text

EXISTING ROOF HATCH

AutoCAD SHX Text CUT 4X4 OPENING IN ROOF DECK AND PROVIDE CURB FOR NEW ROOF HOOD. AVOID EXISTING ROOF JOISTS. CUT AND PATCH BUR ROOF ASSEMBLY. FLASH AND SEAL CURB PENETRATION AIR AND WATER TIGHT.

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MECHANICAL UNIT - SEE MECHANICAL DRAWINGS

AutoCAD SHX Text DEMOLISH SKYLIGHTS. INSPECT CURBS FOR DAMAGE AND NOTIFY CONTRACTING OFFICER IF REPAIRS ARE NEEDED. PROVIDE NEW TRANSLUCENT WHITE DOUBLE DOME SKYLIGHTS (SEE GENERAL NOTE 6). INSTALL ON EXISTING CURBS. SEAL AIR AND WATER TIGHT.

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EXISTING LADDER

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AutoCAD SHX Text A501

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SIM

AutoCAD SHX Text CUT AND PATCH EXISTING ROOFING TO MATCH EXISTING ASSEMBLY TO REMOVE EXISTING MECHANICAL EQUIPMENT CURBS AND PROVIDE NEW EQUIPMENT CURBS. COORDINATE CURB SIZE AND LOCATION WITH MECHANICAL. PATCH ROOF AREAS LEFT EXPOSED BY DEMOLITION EXISTING ROOFING ASSEMBLY CONSISTS OF BUILT-UP ASPHALT ROOF WITH MINERAL CAP SHEET, RIGID INSULATION, R20 IN TWO LAYERS, WITH VAPOR RETARDER BETWEEN LAYERS ON COMPOSITE CONCRETE AND METAL ROOF DECK.

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AutoCAD SHX Text A500

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ROOFING

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EXISTING BUILT-UP

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ROOFING

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BUILT-UP

AutoCAD SHX Text PLASTIC GLAZED UNIT SKYLIGHT PROVIDE FACTORY ASSEMBLED DOME SKYLIGHT UNITS EACH CONSISTING OF SEALED UV-RESISTANT ACRYLIC DOUBLE DOMES WITH A 0.06 INCH EXTRUDED ALUMINUM OR PVC FRAME AND 0.06 INCH EXTRUDED ALUMINUM RETAINER CAP. SUBMIT MANUFACTURER'S DESCRIPTIVE DATA, CATALOG CUTS AND CERTIFICATE STATING THAT PRODUCTS MEET OR EXCEED SPECIFIED REQUIREMENTS. PROVIDE THE SKYLIGHT WITH AN INTEGRAL CONDENSATION GUTTER WITH WEEP HOLE SLOTS TO PROVIDE SUFFICIENT DRAINAGE TO THE OUTSIDE; AND A TRANSLUCENT WHITE AND CLEAR DOUBLE DOME, WITH A MINIMUM VISIBLE LIGHT TRANSMITTANCE OF 50%, MINIMUM SHGC OF 0.52 AND MINIMUM U-VALUE OF 0.70. FRAME SHALL INCORPORATE A THERMAL BREAK. FRAME FINISH SHALL BE WHITE. ALUMINUM FINISH COATING SHALL MEET AAMA 2605 STANDARDS. UNIFORM DESIGN LOAD CAPACITY OF COMPOSITE DOME AND FRAME MUST MEET OR EXCEED 30 PSF SNOW LOAD. PROVIDE PERMANENT FALL PROTECTION SCREEN COMPOSED OF MINIMUM 0.188-INCH DIAMETER STAINLESS STEEL WELDED WIRE MESH WITH 4-INCH X 4-INCH SPACING IN AN ADJUSTABLE FRAME. FRAME SHALL BE MINIMUM 0.090-INCH THICK EXTRUDED ALUMINUM, ALLOY 6063-T5. PROVIDE STAINLESS STEEL FASTENERS TO FABRICATE SCREEN FRAME AND ATTACH TO THE SKYLIGHT RETAINER OR FRAME. SCREEN SHALL BE A MANUFACTURED PRODUCT SPECIFICALLY DESIGNED FOR MOUNTING OVER THE SKYLIGHT FRAME TO MEET OSHA FALL PROTECTION REQUIREMENTS.

AutoCAD SHX Text 6.

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EXISTING

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ROOFING

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BUILT-UP

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EXISTING

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ROOFING

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BUILT-UP

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EXISTING

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ROOFING

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BUILT-UP

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EXISTING

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ROOFING

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BUILT-UP

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EXISTING

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ROOFING

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BUILT-UP

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EXISTING

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ROOFING

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METAL

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EXISTING

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ROOFING

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BUILT-UP

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EXISTING

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ROOFING IDENTIFICATION

AutoCAD SHX Text material type

AutoCAD SHX Text

ROOF TOP MECHANICAL

AutoCAD SHX Text unit number, unit weight, unit dimensions, AutoCAD SHX Text

UNIT

AutoCAD SHX Text

UNIT 1

AutoCAD SHX Text 1000 lbs

AutoCAD SHX Text 72"x60"

AutoCAD SHX Text hvac unit on 12" ht built-up curb with flashing

AutoCAD SHX Text

SYMBOL AND TEXT

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

NOTE

AutoCAD SHX Text

REMOVE EXISTING AHU EQUIPMENT CURBS.

AutoCAD SHX Text

NOTE

AutoCAD SHX Text

SYMBOL

AutoCAD SHX Text 1.

AutoCAD SHX Text parapet walls (E)

AutoCAD SHX Text

CUT OPENINGS IN COMPOSITE CONCRETE AND STEEL DECK FOR NEW DUCT CONNECTIONS.

AutoCAD SHX Text 2.

AutoCAD SHX Text

FILL EXISTING HOLES FOR DUCTS UNLESS RE-USED WITH PLYWOOD COVERS.

AutoCAD SHX Text 3.

AutoCAD SHX Text PROVIDE NEW CURBS FOR NEW AHU UNITS. EQUIPMENT MANUFACTURER'S ROOF CURB, PROVIDED BY MECHANICAL.

AutoCAD SHX Text 4.

AutoCAD SHX Text CUT AND PATCH BUR ASSEMBLY. FLASH AND SEAL CURB PENETRATIONS AIR AND WATER TIGHT.

AutoCAD SHX Text 5.

AutoCAD SHX Text CUT AND PATCH EXISTING PLYWOOD SHEATHING, INSULATION AND METAL ROOF ASSEMBLY TO PROVIDE NEW ROOF DORMER AND LOUVER ASSEMBLIES.

AutoCAD SHX Text

EXISTING ROOF HATCH

AutoCAD SHX Text CUT 4X4 OPENING IN ROOF DECK AND PROVIDE CURB FOR NEW ROOF HOOD. AVOID EXISTING ROOF JOISTS. CUT AND PATCH BUR ROOF ASSEMBLY. FLASH AND SEAL CURB PENETRATION AIR AND WATER TIGHT.

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MECHANICAL UNIT - SEE MECHANICAL DRAWINGS

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EXISTING LADDER

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ROOFING

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EXISTING BUILT-UP

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ARCHITECT

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REGISTERED

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LOWELL CATE

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STATE OF WASHINGTON

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AutoCAD SHX Text bce engineers, inc.

AutoCAD SHX Text p:(253) 922-0446

AutoCAD SHX Text f: (253) 922-0896

AutoCAD SHX Text 6021 12th street east, suite 200, fife, wa 98424

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DWG PATH:

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PLOTTED:

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RP-01.DWG

REFLECTED CEILING PLAN LEGEND SHEET NOTES GENERAL NOTES

OFFICE

A B C D E B G H I QPMLK

3.4

NMK.8

REFLECTED CEILING PLAN LEGEND SHEET NOTES GENERAL NOTES

HANDBALL

WEIGHT ROOM

STORAGE

SHOWER

MEN

STAIR

ELECT

TOILET

DRY

SHOWER

JAN

SAUNA

MEN

DRY

TOILET

TELEPHONE

OFFICE

ELECT RM

STORAGE

LAUNDRY

ISSUE

GYM

CARDIO ROOM

MECHANICAL

CORRIDOR

139CORRIDOR

EXERCISE ROOM

SAUNA

CORRIDOR

WEIGHT ROOM

WOMEN

TOILET

SHOWER

LOBBY

OFFICE

design group

C O

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S u b m i t t e d b y

D e s c r i p t i o n

A p p r

D a t e

S y m b o l

NUMBER:

PLATE

A p p r of Engineers

Seattle District

US Army Corps

D e s c r i p t i o n

S y m b o l

D r a

C h e c k e d b y

D e s i g n e d b y

D e s i g n f i

D a t e

Sheet of

R e v

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

ISSUED FOR BID

A120

4 56

L D

W S

L C

R E

F L

E C

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1C REFLECTED CEILING PLAN

3A GALLERY CEILING PLAN - ABOVE HALL 137

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SYMBOL AND TEXT

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DESCRIPTION

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CEILING IDENTIFICATION

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SOFFIT

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FLUSH ACCESS PANEL

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GWB

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ACT

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CEILING TO REMAIN

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PLASTER CEILING TO REMAIN

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SKYLIGHT ABOVE

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1. REMOVE SUSPENDED ACOUSTICAL CEILING REMOVE SUSPENDED ACOUSTICAL CEILING AND PROVIDE NEW ACT CEILINGS THROUGHOUT UNLESS NOTED OTHERWISE. NEW CEILING SHALL MATCH EXISTING LAYOUT AND APPEARANCE. SEE DETAIL 5F/A501 2. PAINT NEW GWB AND PLASTER CEILINGS TO PAINT NEW GWB AND PLASTER CEILINGS TO MATCH EXISTING 3. NEW ACOUSTICAL CEILING TILES SHALL MEET NEW ACOUSTICAL CEILING TILES SHALL MEET USDA'S BIOPREFERRED CERTIFIED PRODUCT REQUIREMENTS, WITH 37% MINIMUM BIOBASED CONTENT. SUBMIT CERTIFICATION FROM MANUFACTURER FOR APPROVAL. 4. NEW ACOUSTICAL CEILING TILES SHALL MEET NEW ACOUSTICAL CEILING TILES SHALL MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH) STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS, VERSION 1.1-2010. (THIS IS THE VOC EMISSION TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350.) EMISSIONS SHALL COMPLY WITH THE LIMIT REQUIREMENTS FOR EITHER OFFICE OR CLASSROOM SPACES. SUBMIT CERTIFICATION FROM MANUFACTURER FOR APPROVAL.

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REMOVE EXISTING SUSPENDED GWB SYSTEM AND PROVIDE NEW ACT CEILING.

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SUSPENDED ACT CEILING IN LOWER CORRIDOR TO REMAIN.

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EXISTING HANDBALL COURT PANEL CEILING TO REMAIN.

AutoCAD SHX Text REMOVE MOISTURE RESISTANT ACOUSTICAL TILE CEILING IN LOCKER ROOMS AND PROVIDE NEW MOISTURE RESISTANT ACOUSTICAL TILE CEILING TO MATCH EXISTING.

AutoCAD SHX Text C10

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EXISTING BEAM

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EXISTING SUSPENDED GWB CEILING TO REMAIN.

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REMOVE PLASTER CEILING AND PROVIDE NEW PLASTER CEILING.

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SUSPENDED ACOUSTICAL CEILING SYSTEM

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SYMBOL AND TEXT

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DESCRIPTION

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CEILING IDENTIFICATION

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SOFFIT

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FLUSH ACCESS PANEL

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CEILING TO REMAIN

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PLASTER CEILING TO REMAIN

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SKYLIGHT ABOVE

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REMOVE EXISTING SUSPENDED GWB SYSTEM AND PROVIDE NEW ACT CEILING.

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SUSPENDED ACT CEILING IN LOWER CORRIDOR TO REMAIN.

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EXISTING HANDBALL COURT PANEL CEILING TO REMAIN.

AutoCAD SHX Text REMOVE MOISTURE RESISTANT ACOUSTICAL TILE CEILING IN LOCKER ROOMS AND PROVIDE NEW MOISTURE RESISTANT ACOUSTICAL TILE CEILING TO MATCH EXISTING.

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EXISTING SUSPENDED GWB CEILING TO REMAIN.

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REMOVE PLASTER CEILING AND PROVIDE NEW PLASTER CEILING.

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SUSPENDED ACOUSTICAL CEILING SYSTEM

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STAIR UP

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ARCHITECT

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REGISTERED

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LOWELL CATE

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STATE OF WASHINGTON

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AutoCAD SHX Text bce engineers, inc.

AutoCAD SHX Text p:(253) 922-0446

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AutoCAD SHX Text 6021 12th street east, suite 200, fife, wa 98424

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DWG PATH:

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PLOTTED:

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RP-01.DWG

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RP-01.DWG

ELEVATIONSECTION

SECTION

design group

C O

R P

N G

I N

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R S

U S

R M

N G

I N

E E

I S

T R

I C

E A

T T

L E

S E

A T

T L

A S

H I N

G T

O N

S e c t i o n C h i e f

S u b m i t t e d b y

D e s c r i p t i o n

A p p r

D a t e

S y m b o l

NUMBER:

PLATE

A p p r of Engineers

Seattle District

US Army Corps

D e s c r i p t i o n

S y m b o l

D r a

C h e c k e d b y

D e s i g n e d b y

D e s i g n f i

D a t e

Sheet of

R e v

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

ISSUED FOR BID

A500

5 56

L D

W S

L C

D E

T A

I L

I T

N E

T E

M c C

H O

R D

R E

P L

A C

H U

T R

J O

I N

A S

L E

W I S

M c C

H O

R D

A S

H I N

G T

O N

3C DETAIL- LOUVER DORMER

3A DETAIL- WALL SECTION

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EXISTING 3/4" CDX PLYWOOD SHEATHING 1-1/2" RIGID INSULATION METAL ROOF

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BEAM

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4" LOUVER

AutoCAD SHX Text W8X18 @ 91" O.C. (E)

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CONTINUOUS SUPPORT ANGLE @ 2'0" O.C. (E)

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BEAM

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BEAM

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LOUVER.

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REMOVE SHEATHING ANR ROOFING FROM AREA OF DORMER.

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AutoCAD SHX Text A500

AutoCAD SHX Text 3E

AutoCAD SHX Text A501

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AutoCAD SHX Text A501

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AutoCAD SHX Text A501

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AutoCAD SHX Text WALL ASSEMBLY WALL ASSEMBLY 5/16" FIBER CEMENT SIDING PANEL* (*SEE CEMENT PANEL SPECIFICATION BELOW) SELF-ADHERING MEMBRANE 1" RIGID INSULATION 3/4" CDX PLYWOOD METAL STUD FRAMING PER STRUCTURAL NOTE: PAINT FIBER CEMENT BOARD TO : PAINT FIBER CEMENT BOARD TO MATCH EXISTING ROOF COLOR

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EXISTING METAL ROOF PANEL, TURN UP EDGE BEHIND FLASHING

AutoCAD SHX Text 24 GA METAL FLASHING AT BASE OF WALL, LAP OVER TOP OF TURNED UP EDGE OF EXISTING ROOF

AutoCAD SHX Text ROOF ASSEMBLY 24 GA METAL ROOFING PANELS SELF-ADHERING MEMBRANE 1-1/2" RIGID INSULATION 3/4" CDX PLYWOOD METAL STUD FRAMING PER STRUCTURAL NOTE: METAL ROOFING PANEL TO MATCH CONFIGURATION, PROFILE : METAL ROOFING PANEL TO MATCH CONFIGURATION, PROFILE AND COLOR OF EXISTING ROOF PANELS. PROVIDE CONCEALED CLIPS AND FASTENERS. PROVIDE MATCHING TRIM AND CLOSURES FOR A COMPLETE SYSTEM. PANELS SHALL BE PRE-FINISHED GALVANIZED OR ALUMINUM ZINC ALLOY COATED BASE METAL WITH POLYVINYLIDE FLOORIDE FINISH COATING

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EXTEND RIGID INSULATION TO ROOF DECK, FILL VOIDS WITH FOAM INSULATION

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5/16" SMOOTH FIBER CEMENT BOARD AT FASCIA AND SOFFIT

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EXISTING ROOF STRUCTURE

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METAL DRIP FLASHING

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EXISTING ROOFING FELT AND INSULATION

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SELF-ADHERING MEMBRANE, LAPPED OVER FLASHING

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METAL DRIP EDGE

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SELF-ADHERING MEMBRANE, LAPPED OVER FLASHING

AutoCAD SHX Text FIBER CEMENT SIDING PANEL SPECIFICATIONS: PROVIDE SIDING PANELS CONSISTING OF AN ASBESTOS-FREE FIBER CEMENT BOARD MEETING ASTM C1186, TYPE A, GRADE II. PROVIDE FACTORY PRIMED FINISH. PROVIDE CEMENT PROVIDE FACTORY PRIMED FINISH. PROVIDE CEMENT PROVIDE CEMENT BOARD IN A MINIMUM THICKNESS OF 5/16 INCH THICK. DIMENSIONALLY STABLE FINISHED DIMENSIONALLY STABLE FINISHED PANELS ARE REQUIRED. PROVIDE ACCESSORIES IN MANUFACTURER'S STANDARD EXTRUDED PROVIDE ACCESSORIES IN MANUFACTURER'S STANDARD EXTRUDED ALUMINUM. PROVIDE MOLDINGS FOR MEETING STRIPS, END CAPS, INSIDE CORNERS, OUTSIDE PROVIDE MOLDINGS FOR MEETING STRIPS, END CAPS, INSIDE CORNERS, OUTSIDE CORNERS. EXPOSED ALUMINUM TRIM SHALL BE POWDER-COATED TO MATCH EXISTING ROOF EXPOSED ALUMINUM TRIM SHALL BE POWDER-COATED TO MATCH EXISTING ROOF COLOR. PROVIDE NON-CORROSIVE, SELF-TAPPING SCREW TYPE FASTENERS. PROVIDE PROVIDE NON-CORROSIVE, SELF-TAPPING SCREW TYPE FASTENERS. PROVIDE PROVIDE CAULKING COMPOUNDS THAT ARE COLOR COMPATIBLE, LOW MODULUS SILICONE OR URETHANE TYPES.

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ARCHITECT

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REGISTERED

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LOWELL CATE

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STATE OF WASHINGTON

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AutoCAD SHX Text bce engineers, inc.

AutoCAD SHX Text p:(253) 922-0446

AutoCAD SHX Text f: (253) 922-0896

AutoCAD SHX Text 6021 12th street east, suite 200, fife, wa 98424

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DWG PATH:

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PLOTTED:

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PLOTTED BY:

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SCALE:

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DTL-01

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design group

R P

N G

I N

E E

R S

U S

R M

N G

I N

E E

I S

T R

I C

E A

T T

L E

S E

A T

T L

A S

H I N

G T

O N

S e c t i o n C h i e f

S u b m i t t e d b y

D e s c r i p t i o n

A p p r

D a t e

S y m b o l

NUMBER:

PLATE

A p p r of Engineers

Seattle District

US Army Corps

D e s c r i p t i o n

S y m b o l

D r a

C h e c k e d b y

D e s i g n e d b y

D e s i g n f i

D a t e

Sheet of

R e v

IF SHEET MEASURES LESS THAN 22" X 34" IT IS

A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.

ISSUED FOR BID

A501

6 56

L D

W S

L C

D E

T A

I L

I T

N E

T E

M c C

H O

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R E

P L

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H U

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J O

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L E

W I S

M c C

H O

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H I N

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3A LOUVER JAMB

5A MECHANICAL UNIT CURB

3C WALL / ROOF FLASHING

5C SKYLIGHT CURB 5D DORMER CORNER 5F SUSPENDED CEILING BRACING

3E WALL BASE FLASHING

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MEMBRANE FLASHING

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RIGID INSULATION CANT AT SIDES, CRICKET AT HIGH SIDE OF CURB

AutoCAD SHX Text CUT AND PATCH EXISTING BUILT UP ROOF ASSEMBLY AS REQUIRED TO INSTALL MECHANICAL UNIT CURB

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EXISTING ROOF STRUCTURE

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EQUIPMENT MANUFACTURE'S ROOF CURB, PROVIDED BY MECHANICAL

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RIGID INSULATION

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VAPOR RETARDER UNDER INSULATION LAYER

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NO CONCRETE FILL @ SIMILAR (CURB WILL SIT ON METAL DECK)

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WALL ASSEMBLY PER WALL SECTION 3G/A700

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EXISTING ROOFING PANEL

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EXISTING BUILDING FELT

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24 GA SHEET METAL VALLEY FLASHING, FINISHED TO MATCH ROOF COLOR

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SELF-ADHERING MEMBRANE FLASHING

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EXISTING INSULATION

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EXISTING 2X SKYLIGHT CURB

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FASTENER WITH NEOPRENE WASHER

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EXISTING METAL REGLET AND COUNTER FLASHING

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EXISTING 3"X3" CANT AT SIDES, CRICKET AT HIGH SIDE OF ROOF

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EXISTING BUILT-UP ROOF WITH MINERAL CAP SHEET

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EXISTING ROOF STRUCTURE

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SKYLIGHT FRAME

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WALL ASSEMBLY WALL ASSEMBLY PER WALL SECTION 3G/A700

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EXTRUDED ALUMINUM CORNER TRIM, PREFINSIHED TO MATCH ROOF COLOR

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PROVIDE GALVANIZED VERTICAL WIRES, 12 GA, @ 48" O.C. AT EACH RUNNER

AutoCAD SHX Text ATTACH RUNNER TO PERIMETER WALL MOLDING ON (2) SIDES WITH OPPOSITE ENDS UNATTACHED. UNATTACHED END OF RUNNER TO HAVE 3/4" CLEARANCE FROM WALL

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ALL WIRE TIES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES

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PERIMETER SUPPORT WIRE AT TERMINAL END OF ALL RUNNERS

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HEAVY DUTY GRID SYSTEM

AutoCAD SHX Text NOTE: LAY-IN LIGHT LAY-IN LIGHT FIXTURES SHALL HAVE (2) 12 GA. WIRES ATTACHED AT OPPOSING CORNERS OF THE FIXTURE TO THE STRUCTURE ABOVE

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(4) 12 GUAGE SPLAY WIRES ATTACHED TO THE MAIN BEAM 90° FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45° FOR THE CEILING PLANE. INSTALLED WITHIN 2" OF THE CONNECTION OF THE VERTICAL STRUT TO THE SUSPENDED CEILING

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LATERAL FORCE BRACING

AutoCAD SHX Text REQUIRED FOR CEILINGS OVER 1000 SF OR NOT SURROUNDED BY 4 WALLS BRACED TO STRUCTURE

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VERTICAL STRUT, MAXIMUM 12' ON CENTER BEGINNING MAXIMUM OF 6' FROM WALLS

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WALL ASSEMBLY PER WALL SECTION 3G/A700

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EXTRUDED ALUMINUM CORNER TRIM, FINISHED TO MATCH ROOF COLOR

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SELF-ADHEREING MEMBRANE FLASHING

AutoCAD SHX Text 24 GA SHEET METAL PAN FLASHING WITH END AND BACK DAMS, FINISHED TO MATCH ROOF COLOR

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BACKER ROD AND SEALANT

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LOUVER

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EXISTING ROOFING PANEL

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EXISTING BUILDING FELT

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24 GA SHEET METAL PAN FLASHING WITH END DAMS, FINISHED TO MATCH ROOF COLOR

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SELF-ADHERING MEMBRANE FLASHING

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EXISTING RIGID INSULATION

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24 GA SHEET METAL PAN FLASHING, FINISHED TO MATCH ROOF COLOR

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NEOPRENE CLOSURE STRIP

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LOUVER

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FIBER CEMENT SIDING PANEL

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ARCHITECT

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REGISTERED

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LOWELL CATE

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STATE OF WASHINGTON

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AutoCAD SHX Text H

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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AutoCAD SHX Text G

AutoCAD SHX Text F

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AutoCAD SHX Text D

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AutoCAD SHX Text bce engineers, inc.

AutoCAD SHX Text p:(253) 922-0446

AutoCAD SHX Text f: (253) 922-0896

AutoCAD SHX Text 6021 12th street east, suite 200, fife, wa 98424

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DWG PATH:

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PLOTTED:

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PLOTTED BY:

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SCALE:

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DTL-08

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SCALE:

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DTL-01

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SCALE:

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DTL-04

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SCALE:

AutoCAD SHX Text 3"=1'-0"

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DTL-03

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SCALE:

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CE0463

19Aug201702Aug2017

SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 STATEMENT OF WORK

01 22 00.00 10 MEASUREMENT AND PAYMENT 12-10

01 32 01.00 10 PROJECT SCHEDULE 02-15

01 33 00 SUBMITTAL PROCEDURES (w/Register)

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS 01-12

01 35 29.13 HEALTH, SAFETY & EMERGENCY RESPONSE CONTAMINATED SITES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS 08-10

01 45 00.00 10 QUALITY CONTROL 02-10

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS) 02-10

01 50 00 TEMP CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION JBLM

01 57 23 TEMP STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS 08-11

01 78 23 OPERATION AND MAINTENANCE DATA 07-06

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION 05-10

02 83 13.00 20 LEAD IN CONSTRUCTION

DIVISION 03 – CONCRETE

03 11 13.00 10 STRUCTURAL CONCRETE FORMING 05-14

03 15 00.00 10 CONCRETE ACCESSORES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST IN PLACE CONCRETE 05-14

03 35 00.00 10 CONCRETE FINISHING 05-14

DIVISION 05 – METALS

05 05 23.15 STRUCTURAL WELDING 05-14

05 12 00 STRUCTURAL STEEL 05-14

05 40 00 COLD FORM METAL FRAMING 05-15

05 50 13 MISC METAL FABRICATIONS 05-10

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 ROUGH CARPENTRY 02-12

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 22 00 ROOF AND DECK INSULATION 08-11

07 41 13 METAL ROOF PANELS 05-11

07 42 13 METAL WALL PANELS 01-08

07 51 13 BUILT-UP ASPHALT ROOFING 05-12

07 60 00 FLASHING AND SHEET METAL 08-08

07 92 00 JOINT SEALANTS 01-07

DIVISION 08 – OPENINGS (Reserved)

08 91 00 METAL WALL LOUVERS 08-15

DIVISION 09 – FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD 02-10

09 23 00 GYPSUM PLASTERING

09 29 00 GYPSUM BOARD 05-11

09 51 00 ACOUSTICAL CEILINGS 08-10

09 90 00 PAINTS AND COATINGS 05-11

DIVISION 10 – SPECIALITIES (Reserved) DIVISION 11 – EQUIPMENT (Reserved) DIVISION 12 – FURNISHINGS (Reserved) DIVISION 13 – SPECIAL CONSTRUCTION (Reserved) DIVISION 14 – CONVEYING EQUIPMENT (Reserved) DIVISION 21 – FIRE SUPPRESSION (Reserved)

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE 08-08

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRO, VENTILATION, AND EXH SYS 11-08

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS 01-07

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC 11-08

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS 04-08

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS 01-08

23 09 23 DIRECT DIGITAL CONTROLS (DDC) FOR HVAC SYSTEMS 07-12

23 11 23.00 10 GAS PIPING SYSTEM 10-07

23 52 00 HEATING BOILERS 04-08

23 54 16.00 10 HEATING SYSTEM, GAS-FIRED HEATERS 04-08

23 57 10.00 10 FORCED HOT WATER HEAT SYS STEAM HEAT EXCHANGERS 04-08

23 64 26 CHILLED, HOT, AND CONDENSER WATER PIPING SYSTEMS 04-08

23 70 03.00 10 HEATING AND UTILITIES SYSTEMS, CENTRAL STEAM 01-08

23 82 01.00 10 WARM AIR HEATING SYSTEMS 04-08

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT 04-08

DIVISION 26 – ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS 07-06

26 20 00 INTERIOR DISTRIBUTION SYSTEM 08-08

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

DIVISION 27 – COMMUNICATIONS (Reserved)

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK 08-08

31 11 00 CLEARING AND GRUBBING 08-08

31 23 00.00 20 EXCAVATION AND FILL 02-11

DIVISION 31 – EXTERIOR IMPROVEMENTS

32 10 10 PERVIOUS BITUMINOUS CONCRETE PAVEMENT 08-08

32 11 16.16 BSE CRSE RIGID/SUBBASE CRSE FOR FLEXIBLE PAVING 11-11

32 11 24 GRADED CRUSHED AGGREGATE BSE CRSE FLEXIBLE PVMNT 11-11

32 12 10 BITUMINOUS TACK AND PRIME COATS 08-08

32 12 21 BITUMINOUS ROAD-MIX SURFACE COURSE 08-08

32 15 00 AGGREGATE SURFACE COURSE 04-08

32 16 13 CONCRETE SIDEWALKS, CURBS JBLM

32 31 13 CHAINLINK FENCES & GATES 01-08

32 92 19 SEEDING 10-06

DIVISION 33 – UTILITIES

33 05 23 TRENCHLESS UTILITY INSTALLATION 08-15 REV 19Aug2017

33 51 03.00 10 GAS DISTRIBUTION SYSTEM

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

10May2017

01 22 00.00 10 - page 1 of 2

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

12/10

PART 1 GENERAL

1.1 GENERAL

The price for each contract line item shall constitute full compensation for furnishing all plant, labor, materials, appurtenances, and incidentals and performing all operations necessary to construct and complete the items in accordance with these specifications and the applicable drawings, including surveying performed by the Contractor. The bid schedule shall define the contract line items. Work paid for under one contract line item will not be paid for under any other contract line item. Payments shall be considered as full compensation, notwithstanding that minor features may not be mentioned herein. No separate payment will be made for the work, services, or operations required by the Contractor, as specified in DIVISION 01, GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work.

1.2 PAYMENT INVOICE

Requests for payment shall be submitted in accordance with Federal Acquisition Regulations (FAR) Subpart 32.9, entitled "PROMPT PAYMENT", and Paragraphs 52.232-5 and 52.232-27, entitled "Payments Under Fixed-Price Construction Contracts", and "Prompt Payment for Construction Contracts", respectively, as well as DFARS Clause 252.232-7003, entitled “ELECTRONIC SUBMISSION OF PAYMENT REQUESTS AND RECEIVING REPORTS”. Requests for payments to be made by DFAS will be submitted via WIDE AREA WORK FLOW (WAWF). Requests for payments to be made by paying offices other than DFAS shall be submitted in the number of copies and to the designated billing office as indicated in the Contract.

1.2.1 WIDE AREA WORK FLOW: See DFARS Clause 252.232-7003

1.2.2 When submitting payment requests, the Contractor shall complete Blocks 1 through 12 of the "PAYMENT INVOICE" Form. (A sample form is attached at the end of this Section.) The completed form shall then become the cover document to which all other support data shall be attached.

1.2.3 One additional copy of the entire request for payment, to include the “PROGRESS PAYMENT INVOICE” cover document, shall be forwarded to a separate address as designated by the Contracting Officer.

1.2.4 The Contractor shall submit with each pay request, a list of subcontractors that have worked during that pay period. The listing shall be broken down into weeks, identifying each subcontractor that has worked during a particular week, and indicate the total number of employees that have worked on site for each subcontractor for each week. The prime Contractor shall also indicate the total number of employees for its on-site staff for each week.

PARTS 2 and 3 - NOT USED

01 22 00.00 10 - page 2 of 2

PAYMENT INVOICE

See Federal Acquisition Regulations (FAR) 32.900, 52.232-5, & 52.232-27

1. PROJECT AND LOCATION 2. DATE

3. CONTRACTOR NAME AND ADDRESS

(Must be the same as in the Contract)

4. CONTRACT NO.

5. INVOICE NO.

6. DESCRIPTION OF WORK 7. PERIOD OF PERFORMANCE

From:

To:

8. DISCOUNT TERMS

9. OFFICIAL TO WHOM PAYMENT

IS TO BE FORWARDED

Name:

Title:

Phone: ( ) -

10. OFFICIAL TO BE NOTIFIED

OF DEFECTIVE INVOICE

Name:

Title:

Phone ( ) -

11. CERTIFICATION: I hereby certify, to the best of my knowledge and belief, that

(1) The amounts requested are only for the performance in accordance with the specifications, terms, and conditions of this contract;

(2) Payments to subcontractors and suppliers have been made from previous payments received under the contract, and timely payments will be made from the proceeds of the payment covered by this certification, in accordance with subcontract agreements and the requirements of Chapter 39 of Title 31, United States Code;

and

(3) This request for progress payment does not include any amounts which the prime contractor intends to withhold or retain from a subcontractor or supplier in accordance with the terms and conditions of the subcontract.

(Signature) (Title) (Date)

12. OTHER INFORMATION OR DOCUMENTATION

required by Contract. (check and attach if applicable):

Updated Progress Chart/Schedule Progress Narrative Certified Payrolls (submitted weekly) Safety Exposure Report Updated Submittal \register Progress Photos Subcontractor/Employee Listings

(FOR GOVERNMENT USE ONLY)

Retainage: % Amt.: $

Withholdings: $

Reason:

Following items are current:

As-Builts Yes No O & M Manuals Yes No 1354 Data Yes No Submittal Register Yes No

01 32 01.00 10 – page 1 of 18

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals:

Project Scheduler Qualifications; G Documentation showing qualifications of personnel preparing schedule reports.

Preliminary Project Schedule; G Activity No. Sort Predecessor/Successor listing Cost Schedule Activity Code Dictionary

Initial Project Schedule; G Periodic Schedule Update;

Narrative Activity No. Sort Cost Schedule Cash Flow Report (S-Curve)

01 32 01.00 10 – page 2 of 18

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years’ experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification.

Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government will be utilizing Primavera P6, Version 7 or later.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required SDEF file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

Primavera P6 will be utilized. Contractor required to provide the ".xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the Schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule.

Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate

01 32 01.00 10 – page 3 of 18 all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution.

Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

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Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features require design completion

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

h. Submission and approval of testing and air balance (TAB).

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

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3.3.5 Government Activities

Show Government and other agency activities that could impact progress. These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11. This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site:

http://rms.usace.army.mil.

The SDEF format is as follows:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field…

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