About this file

Amendment 0001

View the file

Other files

File Type Posted
MF24-4P_Bid_Abstract_KO_Signed.pdf PDF
Bid_Opening_Attendance_28AUG15.pdf PDF
Plate_NumberSD101-Amndt001.pdf PDF
AdvPlans_MF-00024-4P.pdf PDF
AdvSpecs.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

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

Solicitation W912PM-15-B-0010 is hereby amended for the follow ing reason:

(a) To add revised technical specifications as show n in the Technical Summary of Changes, attached hereto.

b) All other terms and conditions of the solicitation remain unchanged.

c) The bid-due date is not changed.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 17-Aug-2015

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 W912PM-15-B-0010

X 9B. DATED (SEE ITEM 11)

29-Jul-2015

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 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

17-Aug-2015

CODE

U S ARMY CORPS OF ENGINEERS

WILMINGTON DISTRICT

ATTN: CHARLENNE FIGGINS

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

W912PM 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912PM-15-B-0010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 00 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SUMMARY OF CHANGES

(End of Summary of Changes)

W912PM-15-B-0010

Amendment 0001

Technical Summary of Changes

00 01 15 – LIST OF DRAWINGS

Delete existing Pages 1 THRU 3 in their entirety and replace with enclosed revised like-numbered Pages.

01 33 00 – SUBMITTAL PROCEDURES

Attachment 1 Enclosure (ENG Form 4288): Delete existing Pages 1 THRU 7 in their entirety and replace with enclosed revised like-numbered Pages.

05 50 13 – MISCELLANEOUS METAL FABRICATIONS

Delete existing Pages 1 THRU 10 in their entirety and replace with enclosed revised like-numbered Pages.

NOTE:

Text that is added or revised by this amendment is identified with ***Amendment 0001(beginning and ending of revision/addition) and printed in bold and/or yellow highlight.

The text changes may have necessitated reformatting of subsequent text or pages. If this is the case, those pages have also been issued as amended pages but are not underlined or bold text.

DRAWINGS

Add Plate Number SD101 under Architectural in its entirety.

-- End of Summary of Changes- Encls As Stated

Repair Kennel Facility, Bldg OX104 W912PM-15-B-0010

MF-00024-4P

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1 (Revised by Amendment 0001)

DOCUMENT 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings and Specifications."

***Amendment 0001***

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET

IDENTIFICATION

TITLE

GENERAL

G-001 COVER, INDEX SHEET

ARCHITECTURAL

AD121 REFLECTED CEILING DEMOLITION PLAN

A121 REFLECTED CEILING NEW WORK PLAN

A-301 BUILDING SECTIONS & INTERIOR ELEVATIONS

SD101 METALWORK REPLACEMENT

FIRE PROTECTON

FD101 FIRE PROTECTION DEMOLITION PLAN

FS001 FIRE PROTECTION GENERAL NOTES & LEGENDS

FS101 FIRE PROTECTION NEW WORK PLAN

PLUMBING

P-001 GENERAL NOTES AND LEGENDS

PD101 PLUMBING DEMOLITION PLAN

P-101 PLUMBING NEW WORK PLAN

P-501 PLUMBING DETAIL AND SCHEDULE

MECHANICAL

DOCUMENT 00 01 15 Page 2

SHEET

IDENTIFICATION

TITLE

M-001 GENERAL NOTES & LEGENDS

MD101 MECHANICAL DEMOLITION PLAN

M-101 MECHANICAL NEW WORK PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-701 CONTROLS AND OPERATION

ELECTRICAL

ED101 ELECTRICAL DEMOLITION PLAN

E-101 ELECTRICAL NEW WORK PLAN

***Amendment 0001*** -- End of Document --

DOCUMENT 00 01 15 Page 3

SUBMITTAL REGISTER (ER 415-1-10)

TITLE AND LOCATION DATE

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA,

CR, or S

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Repair Kennel Facility BLDG OX104

W912PM-15-B-0010 NA

17 Aug 2015

SORT : SECTION & ITEMRANGE : ALL

SECTION - 01 10 00.10 38 SUPPLEMENTARY SPECIAL CONTRACT REQUIREMENTS

1 01 10 00.10 38 1.10 List of Subcontractors PRECON SUBMTL FIO

2 01 10 00.10 38 1.10 Quality Control Plan PRECON SUBMTL GA

3 01 10 00.10 38 1.10 Certificate of Insurance PRECON SUBMTL FIO

4 01 10 00.10 38 1.7 PROGRESS SCHEDULE PRODUCT DATA FIO

5 01 10 00.10 38 1.10 Completion of Corps CQC Course CERTIFICATES FIO

6 01 10 00.10 38 1.10 Letter Appointing Superintendent CERTIFICATES FIO

7 01 10 00.10 38 1.2 Commercial Testing Laboratory CERTIFICATES FIO

8 01 10 00.10 38 1.2 Contractor's Testing Laboratory CERTIFICATES GA

9 01 10 00.10 38 1.11 System As-Built Drawings CLOSEOUT SUBMTL GA

SECTION - 01 30 00 ADMINISTRATIVE REQUIREMENTS

1 01 30 00 1.2 View location map PRECON SUBMTL GA

2 01 30 00 1.3 Progress and completion pictures PRECON SUBMTL GA

SECTION - 01 32 01.00 10 PROJECT SCHEDULE

1 01 32 01.00 10 1.3 Project Scheduler Qualifications PRECON SUBMTL GA

2 01 32 01.00 10 3.4.1 Preliminary Project Schedule PRECON SUBMTL GA

3 01 32 01.00 10 3.4.2 Initial Project Schedule PRECON SUBMTL GA

4 01 32 01.00 10 3.6.2 Periodic Schedule Update PRECON SUBMTL GA

SECTION - 01 33 00 SUBMITTAL PROCEDURES

1 01 33 00 1.7 Submittal Register PRECON SUBMTL GA

SECTION - 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

1 01 35 26 1.6 Accident Prevention Plan (APP) PRECON SUBMTL GA

2 01 35 26 1.7 Activity Hazard Analysis (AHA) PRECON SUBMTL GA

3 01 35 26 1.5.1.2 Crane Operators PRECON SUBMTL GA

4 01 35 26 1.11 Notifications and Reports TEST REPORTS FIO

5 01 35 26 1.11.2 Accident Reports TEST REPORTS GA

6 01 35 26 1.11.3 Crane Reports TEST REPORTS FIO

7 01 35 26 1.6 Exposure TEST REPORTS FIO

8 01 35 26 1.8 Confined Space Entry Permit CERTIFICATES FIO

9 01 35 26 1.8 Hot work permit CERTIFICATES FIO

10 01 35 26 1.8 License Certificates CERTIFICATES FIO

SECTION - 01 45 00.00 10 QUALITY CONTROL

1 01 45 00.00 10 3.2 Contractor Quality Control (CQC) Plan PRECON SUBMTL GA

SECTION - 01 50 00 Temporary Construction Facilities And Controls

1 01 50 00 1.3 Construction site plan PRECON SUBMTL GA

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA,

CR, or S

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Repair Kennel Facility BLDG OX104

W912PM-15-B-0010 NA

17 Aug 2015

SORT : SECTION & ITEMRANGE : ALL

2 01 50 00 3.4.1 Traffic control plan PRECON SUBMTL GA

3 01 50 00 1.4 Backflow Preventer Tests TEST REPORTS FIO

4 01 50 00 1.4.1 Backflow Tester CERTIFICATES FIO

5 01 50 00 1.4 Backflow Preventers CERTIFICATES FIO

SECTION - 01 57 20.00 10 ENVIRONMENTAL PROTECTION

1 01 57 20.00 10 1.7 Environmental Protection Plan PRECON SUBMTL GA

SECTION - 01 58 00 PROJECT IDENTIFICATION

1 01 58 00 1.3.1 Sign Legend Orders SHOP DRAWINGS GA

SECTION - 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

1 01 74 19 1.6 Waste Management Plan PRECON SUBMTL GA

2 01 74 19 1.7 Records CLOSEOUT SUBMTL FIO

SECTION - 01 78 00 CLOSEOUT SUBMITTALS

1 01 78 00 1.3.2 As-Built Record of Equipment and Materia PRODUCT DATA FIO

2 01 78 00 1.7.1 Warranty Management Plan PRODUCT DATA FIO

3 01 78 00 1.7.5 Warranty Tags PRODUCT DATA FIO

4 01 78 00 1.1 & 1.6 Final Cleaning PRODUCT DATA FIO

5 01 78 00 1.4 Spare Parts Data PRODUCT DATA FIO

6 01 78 00 1.5 Preventative Maintenance MFRS INSTR FIO

7 01 78 00 1.5 Condition Monitoring (Predictive Testing MFRS INSTR FIO

8 01 78 00 1.5 Inspection MFRS INSTR FIO

9 01 78 00 1.7.1 Instructions MFRS INSTR FIO

10 01 78 00 1.8 Operation and Maintenance Manuals O&M DATA FIO

11 01 78 00 1.3.1 Record Drawings CLOSEOUT SUBMTL FIO

12 01 78 00 1.6 Certification of EPA Designated Items CLOSEOUT SUBMTL GA

13 01 78 00 1.10 Form DD1354 CLOSEOUT SUBMTL GA

14 01 78 00 1.10 Checklist for Form DD1354 CLOSEOUT SUBMTL GA

SECTION - 02 41 00 DEMOLITION

1 02 41 00 1.9 Existing Conditions PRECON SUBMTL GA

2 02 41 00 1.2.2 Demolition/Deconstruction Plan CERTIFICATES GA

3 02 41 00 1.6 Notification CERTIFICATES GA

SECTION - 05 50 13 MISCELLANEOUS METAL FABRICATIONS

1 05 50 13 2.5 Angles and Plates SHOP DRAWINGS FIO

2 05 50 13 2.4 Door pulley system SHOP DRAWINGS FIO

3 05 50 13 2.6 Kennel Gates and Metalwork SHOP DRAWINGS FIO

4 05 50 13 2.3 Access doors and panels PRODUCT DATA FIO

Page 2 of 7 (Revised by Amendment 0001)

***Amendment 0001***

K7EPEOAF

Highlight

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA,

CR, or S

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Repair Kennel Facility BLDG OX104

W912PM-15-B-0010 NA

17 Aug 2015

SORT : SECTION & ITEMRANGE : ALL

5 05 50 13 2.4 Wire rope, sheaves and pulleys PRODUCT DATA FIO

6 05 50 13 2.6 Kennel Gates and Metalwork PRODUCT DATA GA

SECTION - 07 21 13 BOARD AND BLOCK INSULATION

1 07 21 13 2.1 Block or board insulation PRODUCT DATA DA

2 07 21 13 Pressure sensitive tape PRODUCT DATA FIO

3 07 21 13 2.3 Accessories PRODUCT DATA FIO

4 07 21 13 Certification PRODUCT DATA FIO

5 07 21 13 2.1 Block or Board Insulation MFRS INSTR FIO

6 07 21 13 2.3.1 Adhesive MFRS INSTR FIO

SECTION - 07 21 23 LOOSE FILL THERMAL INSULATION

1 07 21 23 2.1 Loose fill insulation PRODUCT DATA FIO

2 07 21 23 Certification PRODUCT DATA FIO

3 07 21 23 2.1 Loose Fill Insulation MFRS INSTR FIO

SECTION - 09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

1 09 22 00 2.1 Metal support systems SHOP DRAWINGS FIO

SECTION - 09 29 00 GYPSUM BOARD

1 09 29 00 2.1.1 Gypsum Board PRODUCT DATA GA

2 09 29 00 2.5.1 Joint Treatment Materials PRODUCT DATA FIO

3 09 29 00 2.5.1.6 Acoustical Sealant PRODUCT DATA FIO

4 09 29 00 1.4.1 Adhesives PRODUCT DATA FIO

5 09 29 00 2.5 Finishing Materials PRODUCT DATA FIO

6 09 29 00 2.3.1 Accessories PRODUCT DATA FIO

7 09 29 00 1.5.6 Asbestos Free Materials CERTIFICATES GA

8 09 29 00 1.5.1 Buy American Act CERTIFICATES FIO

9 09 29 00 1.5.2 Material Safety Data Sheets MFRS INSTR FIO

10 09 29 00 1.5.2 Manufacturer maintenance instructions O&M DATA FIO

SECTION - 09 84 30 SOUND-ABSORBING UNITS

1 09 84 30 2.1.1 sound-absorbing baffle panels SHOP DRAWINGS FIO

2 09 84 30 2.1.1 sound-absorbing baffle panels PRODUCT DATA FIO

3 09 84 30 2.1 sound-absorbing ceiling panels PRODUCT DATA FIO

4 09 84 30 2.1.1 sound-absorbing baffle panels SAMPLES FIO

5 09 84 30 2.1 sound-absorbing ceiling panels SAMPLES FIO

6 09 84 30 2.1 Acoustical Performance TEST REPORTS FIO

7 09 84 30 1.3.1 Buy American Act CERTIFICATES DA

SECTION - 09 90 00 PAINTS AND COATINGS

Page 3 of 7 (Revised by Amendment 0001)

K7EPEOAF

Highlight

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA,

CR, or S

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Repair Kennel Facility BLDG OX104

W912PM-15-B-0010 NA

17 Aug 2015

SORT : SECTION & ITEMRANGE : ALL

1 09 90 00 Piping identification SHOP DRAWINGS FIO

2 09 90 00 stencil SHOP DRAWINGS FIO

3 09 90 00 2.1 Coating PRODUCT DATA GA

4 09 90 00 2.1 Manufacturer's Technical Data Sheets PRODUCT DATA FIO

5 09 90 00 1.9 Color SAMPLES GA

6 09 90 00 1.3 Applicator's qualifications CERTIFICATES FIO

7 09 90 00 1.4.1.2 Qualification Testing CERTIFICATES GA

8 09 90 00 3.2.1 Application instructions MFRS INSTR FIO

9 09 90 00 3.3.2 Mixing MFRS INSTR FIO

10 09 90 00 1.7.2 Manufacturer's Material Safety Data Shee MFRS INSTR FIO

11 09 90 00 2.1 Coatings: O&M DATA GA

SECTION - 22 00 00 PLUMBING, GENERAL PURPOSE

1 22 00 00 2.4 Fixtures PRODUCT DATA FIO

2 22 00 00 2.4.1 Hose Reel System (HR-1) PRODUCT DATA GA

3 22 00 00 1.5.1 Welding PRODUCT DATA FIO

4 22 00 00 3.7 Tests, Flushing and Disinfection TEST REPORTS FIO

5 22 00 00 1.3 Materials and Equipment CERTIFICATES FIO

6 22 00 00 2.1.1 Bolts CERTIFICATES FIO

7 22 00 00 3.7.1 Plumbing System O&M DATA FIO

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

1 23 00 00 1.4.5 Detail Drawings SHOP DRAWINGS GA

2 23 00 00 2.9.1.1 Metallic Flexible Duct PRODUCT DATA FIO

3 23 00 00 2.9.1.2 Insulated Nonmetallic Flexible Duct Runo PRODUCT DATA FIO

4 23 00 00 2.9.1.2 Duct Connectors PRODUCT DATA FIO

5 23 00 00 2.9.2 Duct Access Doors PRODUCT DATA GA

6 23 00 00 2.9.3 Manual Balancing Dampers PRODUCT DATA GA

7 23 00 00 2.9.7.1 Diffusers PRODUCT DATA FIO

8 23 00 00 2.9.7.2 Registers and Grilles PRODUCT DATA FIO

9 23 00 00 2.9.8 Air Vents, Penthouses, and Goosenecks PRODUCT DATA FIO

10 23 00 00 2.10.1.1 Rooftop Exhaust Fan PRODUCT DATA FIO

11 23 00 00 2.11 Air Handling Units PRODUCT DATA GA

12 23 00 00 1.4.6 Test Procedures PRODUCT DATA FIO

13 23 00 00 1.2.1.2 Diagrams PRODUCT DATA GA

14 23 00 00 3.12 Performance Tests TEST REPORTS GA

15 23 00 00 3.10 Damper Acceptance Test TEST REPORTS GA

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA,

CR, or S

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Repair Kennel Facility BLDG OX104

W912PM-15-B-0010 NA

17 Aug 2015

SORT : SECTION & ITEMRANGE : ALL

16 23 00 00 1.4.1 Bolts CERTIFICATES FIO

17 23 00 00 1.4.7 Certification CERTIFICATES FIO

18 23 00 00 3.2 Manufacturer's Installation Instructions MFRS INSTR FIO

19 23 00 00 3.14.2 Operation and Maintenance Training MFRS INSTR FIO

20 23 00 00 3.14.1 Operation and Maintenance Manuals O&M DATA GA

21 23 00 00 2.9.3 Manual Balancing Dampers O&M DATA GA

22 23 00 00 2.10.1.1 Rooftop Exhaust Fan O&M DATA GA

23 23 00 00 2.11 Air Handling Units O&M DATA GA

SECTION - 23 05 93 Testing, Adjusting, and Balancing for HVAC

1 23 05 93 1.3.2 Records of Existing Conditions PRECON SUBMTL GA

2 23 05 93 1.5.3.1 TAB Firm PRECON SUBMTL GA

3 23 05 93 1.2 TAB team assistants PRECON SUBMTL GA

4 23 05 93 1.2 TAB team engineer PRECON SUBMTL GA

5 23 05 93 1.5.3.2 TAB Specialist PRECON SUBMTL GA

6 23 05 93 1.2 TAB team field leader PRECON SUBMTL GA

7 23 05 93 3.3.2 Advance Notice of Pre-Final DALT Field W PRECON SUBMTL GA

8 23 05 93 1.6.1.2 Pre-Field DALT Preliminary Notification PRECON SUBMTL GA

9 23 05 93 1.3.2 TAB Schematic Drawings and Report Forms SHOP DRAWINGS GA

10 23 05 93 1.3 Equipment and Performance Data PRODUCT DATA GA

11 23 05 93 1.5.3.4 TAB Related HVAC Submittals PRODUCT DATA GA

12 23 05 93 1.5.2 TAB Procedures PRODUCT DATA GA

13 23 05 93 1.5.2 Calibration PRODUCT DATA GA

14 23 05 93 1.3.2 Systems Readiness Check PRODUCT DATA GA

15 23 05 93 1.5.4 TAB Execution PRODUCT DATA GA

16 23 05 93 1.5.4.3 TAB Verification PRODUCT DATA GA

17 23 05 93 1.6.1 DALT and TAB Submittal and Work ScheduleTEST REPORTS GA

18 23 05 93 1.6.1 DALT and TAB Submittal and Work ScheduleTEST REPORTS GA

19 23 05 93 1.3.2 Design review report TEST REPORTS GA

20 23 05 93 1.3.2 Design review report TEST REPORTS GA

21 23 05 93 1.6.1.1 Design review report TEST REPORTS GA

22 23 05 93 1.6.1.1 Design review report TEST REPORTS GA

23 23 05 93 1.6.1 Pre-Final DALT report TEST REPORTS GA

24 23 05 93 3.3.5 Pre-Final DALT report TEST REPORTS GA

25 23 05 93 1.6.1 Final DALT report TEST REPORTS GA

26 23 05 93 3.3.8 Final DALT report TEST REPORTS GA

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA,

CR, or S

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Repair Kennel Facility BLDG OX104

W912PM-15-B-0010 NA

17 Aug 2015

SORT : SECTION & ITEMRANGE : ALL

27 23 05 93 1.5.5.2 TAB report for Season 1 TEST REPORTS GA

28 23 05 93 1.5.5.2 TAB report for Season 2 TEST REPORTS GA

29 23 05 93 1.5.3.1 TAB Firm TEST REPORTS GA

30 23 05 93 1.5.1 Independent TAB Agency and Personnel QuaTEST REPORTS GA

31 23 05 93 1.6.1.3 Pre-field TAB engineering report TEST REPORTS GA

32 23 05 93 1.6.1 Advanced notice for Season 1 TAB field TEST REPORTS GA

33 23 05 93 1.6.1 Prerequisite HVAC Work Check Out List Fo TEST REPORTS GA

34 23 05 93 1.6.1 Advanced notice for Season 2 TAB field w TEST REPORTS GA

35 23 05 93 1.6.1 Prerequisite HVAC Work Check Out List Fo TEST REPORTS GA

SECTION - 23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

1 23 07 00 3.2.2.4 MICA Plates SHOP DRAWINGS GA

2 23 07 00 2.3 Pipe Insulation Systems SHOP DRAWINGS FIO

3 23 07 00 3.2 Pipe Insulation Systems SHOP DRAWINGS FIO

4 23 07 00 3.3 Duct Insulation Systems SHOP DRAWINGS FIO

5 23 07 00 3.4 Equipment Insulation Systems SHOP DRAWINGS FIO

6 23 07 00 2.3 Pipe Insulation Systems PRODUCT DATA GA

7 23 07 00 3.2 Pipe Insulation Systems PRODUCT DATA GA

8 23 07 00 3.3 Duct Insulation Systems PRODUCT DATA GA

9 23 07 00 3.4 Equipment Insulation Systems PRODUCT DATA GA

10 23 07 00 2.2.1.3 Thermal Insulation SAMPLES GA

11 23 07 00 3.1.1 Display Samples SAMPLES GA

12 23 07 00 2.3 Pipe Insulation Systems MFRS INSTR GA

13 23 07 00 3.2 Pipe Insulation Systems MFRS INSTR GA

14 23 07 00 3.3 Duct Insulation Systems MFRS INSTR GA

15 23 07 00 3.4 Equipment Insulation Systems MFRS INSTR GA

SECTION - 23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

1 23 08 00.00 10 1.5.2.2 Commissioning Plan SHOP DRAWINGS GA

2 23 08 00.00 10 3.2.1 Pre-Functional Performance Test Checklis PRODUCT DATA GA

3 23 08 00.00 10 3.2.2 Functional Performance Tests PRODUCT DATA GA

4 23 08 00.00 10 3.3 Commissioning Report TEST REPORTS GA

5 23 08 00.00 10 1.5.1 Commissioning Firm CERTIFICATES GA

6 23 08 00.00 10 1.5.2 Commissioning Specialist CERTIFICATES GA

SECTION - 23 09 23 DIRECT DIGITAL CONTROL FOR HVAC AND OTHER LOCAL BUILDING SYSTEMS

1 23 09 23 3.3.1 DDC Contractor Design Drawings SHOP DRAWINGS GA

2 23 09 23 3.3.2 Draft As-Built Drawings SHOP DRAWINGS GA

CONTRACTOR CONTRACT NUMBER

ACTIVITY

No.

TRANS-

MITTAL

No.

ITEM

No.

SPEC

PARAGRAPH

No.

DESCRIPTION OF

SUBMITTAL

TYPE OF SUBMITTAL

CLASSI-

FICATION

FIO

GA, DA,

CR, or S

REVIEWER

OFFICE / NAME

CONTRACTOR

SCHEDULE DATES

CONTRACTOR

ACTION

GOVERNMENT

ACTION

SUBMIT

NEEDED

BY

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

CODE

CORPS

RECEIVED

DATE

CODE

CORPS

RETURNED

DATE

Repair Kennel Facility BLDG OX104

W912PM-15-B-0010 NA

17 Aug 2015

SORT : SECTION & ITEMRANGE : ALL

3 23 09 23 3.3.3 Final As-Built Drawings SHOP DRAWINGS GA

4 23 09 23 2.1.1 Manufacturer's Catalog Data PRODUCT DATA GA

5 23 09 23 2.12.1 Manufacturer's Catalog Data PRODUCT DATA GA

6 23 09 23 2.12.5 Programming Software PRODUCT DATA GA

7 23 09 23 2.12.5 GPPC Application Programs PRODUCT DATA GA

8 23 09 23 2.12.6 AGC Application Programs PRODUCT DATA GA

9 23 09 23 2.12.1 XIF files PRODUCT DATA GA

10 23 09 23 3.15.3 Draft LNS Database PRODUCT DATA GA

11 23 09 23 1.3.1 Final LNS Database PRODUCT DATA GA

12 23 09 23 3.16.4 Final LNS Database PRODUCT DATA GA

13 23 09 23 2.12.4 LNS Plug-in PRODUCT DATA GA

14 23 09 23 2.12.6 LNS Plug-in PRODUCT DATA GA

15 23 09 23 3.1 Existing Conditions Report TEST REPORTS GA

16 23 09 23 3.15.2 Start-Up and Start-Up Testing Report TEST REPORTS GA

17 23 09 23 3.16.1 PVT Procedures TEST REPORTS GA

18 23 09 23 3.16.3 PVT Report TEST REPORTS GA

19 23 09 23 1.6 Pre-Construction QC Checklist TEST REPORTS GA

20 23 09 23 1.6 Post-Construction QC Checklist TEST REPORTS GA

21 23 09 23 1.8 Operation and Maintenance (O&M) Instruct O&M DATA GA

22 23 09 23 3.18.1 Training Documentation O&M DATA GA

23 23 09 23 1.6 Closeout QC Checklist CLOSEOUT SUBMTL GA

SECTION - 26 20 00 INTERIOR DISTRIBUTION SYSTEM

1 26 20 00 2.10 Receptacles PRODUCT DATA GA

2 26 20 00 2.8 Switches PRODUCT DATA GA

SECTION TABLE OF CONTENTS

DIVISION 05 - METALS

SECTION 05 50 13

MISCELLANEOUS METAL FABRICATIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY ASSURANCE

1.3 Buy American Act

1.3.2 Qualification of Welders

1.4 DELIVERY, STORAGE, AND PROTECTION

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Structural Carbon Steel

2.1.2 Structural Tubing

2.1.3 Steel Pipe

2.1.4 Fittings for Steel Pipe

2.1.5 Anchor Bolts

2.1.5.1 Lag Screws and Bolts

2.1.5.2 Toggle Bolts

2.1.5.3 Bolts, Nuts, Studs and Rivets

2.1.5.4 Powder Actuated Fasteners

2.1.5.5 Screws

2.1.5.6 Washers

2.1.6 Aluminum Alloy Products

2.2 FABRICATION FINISHES

2.2.1 Galvanizing

2.2.2 Galvanize

2.2.3 Repair of Zinc-Coated Surfaces

2.2.4 Shop Cleaning and Painting

2.2.4.1 Surface Preparation

2.2.4.2 Pretreatment, Priming and Painting

2.2.5 Nonferrous Metal Surfaces

2.2.6 Aluminum Surfaces

2.2.6.1 Surface Condition

2.2.6.2 Aluminum Finishes

2.3 ACCESS DOORS AND PANELS

2.4 WIRE ROPE DOOR PULLEY SYSTEM

2.4.1 Stainless Aircraft Cable

2.4.2 Steel Kennel Handle

2.5 MISCELLANEOUS PLATES AND SHAPES

2.6 KENNEL GATES AND METALWORK

PART 3 EXECUTION

3.1 GENERAL INSTALLATION REQUIREMENTS

3.2 WORKMANSHIP

SECTION 05 50 13 Page 1

3.3 ANCHORAGE, FASTENINGS, AND CONNECTIONS

3.4 BUILT-IN WORK

3.5 WELDING

3.6 FINISHES

3.6.1 Dissimilar Materials

3.6.2 Field Preparation

3.6.3 Environmental Conditions

3.7 ACCESS PANELS

-- End of Section Table of Contents --

SECTION 05 50 13 Page 2

SECTION 05 50 13

MISCELLANEOUS METAL FABRICATIONS

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.

ALUMINUM ASSOCIATION (AA)

AA DAF-45 (2003; Reaffirmed 2009) Designation System for Aluminum Finishes

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 303 (2005) Code of Standard Practice for Steel Buildings and Bridges

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.3 (2006) Operations - Safety Requirements for Powder Actuated Fastening Systems

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2010; Errata 2010) Structural Welding Code - Steel

ASME INTERNATIONAL (ASME)

ASME B18.2.1 (2010) Square and Hex Bolts and Screws (Inch Series)

ASME B18.2.2 (2010) Standard for Square and Hex Nuts

ASME B18.21.1 (2009) Washers: Helical Spring-Lock, Tooth Lock, and Plain Washers (Inch Series)

ASME B18.6.2 (1998; R 2005) Slotted Head Cap Screws, Square Head Set Screws, and Slotted Headless Set Screws: Inch Series

ASME B18.6.3 (2010) Machine Screws, Tapping Screws, and Machine Drive Screws (Inch Series)

ASTM INTERNATIONAL (ASTM)

ASTM A 123/A 123M (2009) Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

SECTION 05 50 13 Page 3

ASTM A 153/A 153M (2009) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A 307 (2007b) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength

ASTM A 36/A 36M (2008) Standard Specification for Carbon Structural Steel

ASTM A 47/A 47M (1999; R 2009) Standard Specification for Ferritic Malleable Iron Castings

ASTM A 500/A 500M (2009) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A 53/A 53M (2007) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A 653/A 653M (2009a) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A 780/A 780M (2009) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A 924/A 924M (2009a) Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process

ASTM B 108/B 108M (2008) Standard Specification for Aluminum-Alloy Permanent Mold Castings

ASTM B 209 (2007) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate

ASTM B 221 (2008) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B 26/B 26M (2009) Standard Specification for Aluminum-Alloy Sand Castings

ASTM C 1513 (2004; E 2009; R 2009) Standard Specification for Steel Tapping Screws for Cold-Formed Steel Framing Connections

ASTM D 1187 (1997; R 2002e1) Asphalt-Base Emulsions for Use as Protective Coatings for Metal

SECTION 05 50 13 Page 4

MASTER PAINTERS INSTITUTE (MPI)

MPI 79 (Oct 2009) Alkyd Anti-Corrosive Metal Primer

THE SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC SP 3 (1982; E 2004) Power Tool Cleaning

SSPC SP 6/NACE No.3 (2007) Commercial Blast Cleaning

***Amendment 0001***

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Embedded angles and plates, installation drawings Door pulley system Kennel Gates and Metalwork; G

Submit fabrication drawings showing layout(s), connections to structural system, and anchoring details as specified in AISC 303.

SD-03 Product Data

Access doors and panels Wire rope, sheaves and pulleys for door pull system Kennel Gates and Metalwork; G

***Amendment 0001***

1.3 QUALITY ASSURANCE

1.3 Buy American Act

Provide domestic construction materials that comply with the Buy American Act (41 10a-10d) as indicated in the Contract Clauses of the RFP or construction materials produced by designated countries indicated in the WTO GPA and Free Trade Agreements, unless an exemption has been obtained in writing from the Contracting Officer.

1.3.2 Qualification of Welders

Qualify welders in accordance with AWS D1.1/D1.1M. Use procedures, materials, and equipment of the type required for the work.

1.4 DELIVERY, STORAGE, AND PROTECTION

Protect from corrosion, deformation, and other types of damage. Store items in an enclosed area free from contact with soil and weather. Remove and replace damaged items with new items.

SECTION 05 50 13 Page 5

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Structural Carbon Steel

ASTM A 36/A 36M.

2.1.2 Structural Tubing

ASTM A 500/A 500M.

2.1.3 Steel Pipe

ASTM A 53/A 53M, Type E or S, Grade B.

2.1.4 Fittings for Steel Pipe

Standard malleable iron fittings ASTM A 47/A 47M.

2.1.5 Anchor Bolts

ASTM A 307. Where exposed, shall be of the same material, color, and finish as the metal to which applied.

2.1.5.1 Lag Screws and Bolts

ASME B18.2.1, type and grade best suited for the purpose.

2.1.5.2 Toggle Bolts

ASME B18.2.1.

2.1.5.3 Bolts, Nuts, Studs and Rivets

ASME B18.2.2 or ASTM A 307.

2.1.5.4 Powder Actuated Fasteners

Follow safety provisions of ASSE/SAFE A10.3.

2.1.5.5 Screws

ASME B18.2.1, ASME B18.6.2, ASME B18.6.3 and ASTM C 1513.

2.1.5.6 Washers

Provide plain washers to conform to ASME B18.21.1. Provide beveled washers for American Standard beams and channels, square or rectangular, tapered in thickness, and smooth. Provide lock washers to conform to ASME B18.21.1.

2.1.6 Aluminum Alloy Products

Conform to ASTM B 209 for sheet plate, ASTM B 221 for extrusions and ASTM B 26/B 26M or ASTM B 108/B 108M for castings, as applicable. Provide aluminum extrusions at least 1/8 inch thick and aluminum plate or sheet at least 0.050 inch thick.

SECTION 05 50 13 Page 6

2.2 FABRICATION FINISHES

2.2.1 Galvanizing

Hot-dip galvanize items specified to be zinc-coated, after fabrication where practicable. Galvanizing: ASTM A 123/A 123M, ASTM A 153/A 153M, ASTM A 653/A 653M or ASTM A 924/A 924M, G90, as applicable.

2.2.2 Galvanize

Anchor bolts, grating fasteners, washers, and parts or devices necessary for proper installation, unless indicated otherwise.

2.2.3 Repair of Zinc-Coated Surfaces

Repair damaged surfaces with galvanizing repair method and paint conforming to ASTM A 780/A 780M or by application of stick or thick paste material specifically designed for repair of galvanizing, as approved by Contracting Officer. Clean areas to be repaired and remove slag from welds. Heat surfaces to which stick or paste material is applied, with a torch to a temperature sufficient to melt the metallics in stick or paste; spread molten material uniformly over surfaces to be coated and wipe off excess material.

2.2.4 Shop Cleaning and Painting

2.2.4.1 Surface Preparation

Blast clean surfaces in accordance with SSPC SP 6/NACE No.3. Surfaces that will be exposed in spaces above ceiling or in attic spaces, crawl spaces, furred spaces, and chases may be cleaned in accordance with SSPC SP 3 in lieu of being blast cleaned. Wash cleaned surfaces which become contaminated with rust, dirt, oil, grease, or other contaminants with solvents until thoroughly clean. Steel to be embedded in concrete shall be free of dirt and grease. Do not paint or galvanize bearing surfaces, including contact surfaces within slip critical joints, but coat with rust preventative applied in the shop.

2.2.4.2 Pretreatment, Priming and Painting

Apply pretreatment, primer, and paint in accordance with manufacturer's printed instructions. On surfaces concealed in the finished construction or not accessible for finish painting, apply an additional prime coat to a minimum dry film thickness of 1.0 mil. Tint additional prime coat with a small amount of tinting pigment.

2.2.5 Nonferrous Metal Surfaces

Protect by plating, anodic, or organic coatings.

2.2.6 Aluminum Surfaces

2.2.6.1 Surface Condition

Before finishes are applied, remove roll marks, scratches, rolled-in scratches, kinks, stains, pits, orange peel, die marks, structural streaks, and other defects which will affect uniform appearance of finished surfaces.

SECTION 05 50 13 Page 7

2.2.6.2 Aluminum Finishes

Unexposed sheet, plate and extrusions may have mill finish as fabricated.

Sandblast castings' finish, medium, AA DAF-45. Unless otherwise specified, provide all other aluminum items with a standard mill finish. Provide a coating thickness not less than that specified for protective and decorative type finishes for items used in interior locations or architectural Class I type finish for items used in exterior locations in AA DAF-45. Provide a polished satin finish onitems to be anodized.

2.3 ACCESS DOORS AND PANELS

Provide flush type stainless steel access doors and panels unless otherwise indicated. Fabricate frames for access doors of steel not lighter than 14 gage with welded joints and anchorage for securing into construction. Provide access doors with a minimum of 14 by 20 inches and of not lighter than 14 gage steel, with stiffened edges and welded attachments. Provide access doors hinged to frame and with a flush-face, turn-screw-operated latch. Provide exposed metal surfaces with a shop applied prime coat.

Fabricate door in the form of a pan recessed 5/8 inch for gypsum board infill. Provide frame with gypsum board bead for concealed flange installation.

2.4 WIRE ROPE DOOR PULLEY SYSTEM

Provide wire rope, sheaves and pulleys in thicknesses and dimensions indicated to form a complete system.

Basis of Design: "Sheaves and Pulleys" by Gunnebo Johnson Corporation.

2.4.1 Stainless Aircraft Cable

Provide stainless aircraft cable with pvc coating. Cable shall have 7 strands minimum. Contruction as required for design load and application, not less than 7x7.

Basis of Design: "Stainless Aircraft Cable" by Security Boss Manufacturing;

Available Supplier: Moore Pet Supplies, LLC.

2.4.2 Steel Kennel Handle

Provide zinc-coated steel kennel handle with angled grip and cable eye hook. Dimensions not less than 3" by 5" by 1.5" with 0.75 diameter eye hook. Provide two cable clamps per handle.

Basis of Design: "Metal Kennel Handle" by Security Boss Manufacturing.

Available Supplier: Moore Pet Supplies, LLC.

2.5 MISCELLANEOUS PLATES AND SHAPES

Provide for items that do not form a part of the structural steel framework such as angles, miscellaneous mountings and frames. Provide lintels fabricated from structural steel shapes over openings in masonry walls and partitions as indicated and as required to support wall loads over openings. Provide with connections and welds. Construct to have at least 8 inches bearing on masonry at each end.

SECTION 05 50 13 Page 8

Provide angles and plates, ASTM A 36/A 36M, for embedment as indicated.

Galvanize embedded items exposed to the elements according to

ASTM A 123/A 123M.

***Amendment 0001***

2.6 KENNEL GATES AND METALWORK

1) PROVIDE NEW RUST PROOF, STAINLESS STEEL DOORS AND FIXED PANELS (GRID)

SYSTEM (METALWORK) AT EXISTING OPENINGS AND TO MATCH EXISTING

CONFIGURATION. SEE DOOR SCHEDULE AND METALWORK ELEVATION FOR FURTHER

INFORMATION.

2) PERIMETER FRAME AND INTERNAL BRACING SHALL BE 1" X 16GA. SQUARE, 304

A-554 WELDED STAINLESS STEEL TUBING WITH 180 GRIT POLISH. AND WELDED

TOGETHER AT ALL INTERSECTIONS.

3) GRID PANELS SHALL BE CONSTRUCTED OF 304 STAINLESS STEEL WIRE OF 1/4"

DIAM. AND SPACED 1 1/2" IN THE VERTICAL DIRECTION AND 4" IN THE HORIZONTAL

DIRECTION. HORIZONTAL AND VERTICLA WIRES SHALL BE WELDED AT ALL

INTERSECTIONS.

4) THE DIMENSIONS ABOVE CAN BE ADJUSTED ACCORDING TO THE MANUFACTURER'S

STANDARD PRODUCTS OF SIMILAR QUALITY AND INTENDED USE AND WITH THE APPROVAL

OF THE GOVERNMENT DURING SUBMITTAL PROCESS.

5) LATCHES AND HINGES SHALL BE 12 GAUGE, 304 STAINLESS STEEL.

6) ALL OTHER HARDWARE, INCLUDING ANCHOR ANGLES AND HARDWARE SHALL ALSO BE

304 STAINLESS STEEL.

***Amendment 0001***

PART 3 EXECUTION

3.1 GENERAL INSTALLATION REQUIREMENTS

Install items at locations indicated, according to manufacturer's instructions. Verify all measurements and take all field measurements necessary before fabrication. Exposed fastenings shall be compatible materials, shall generally match in color and finish, and harmonize with the material to which fastenings are applied. Include materials and parts necessary to complete each item, even though such work is not definitely shown or specified. Poor matching of holes for fasteners shall be cause for rejection. Conceal fastenings where practicable. Thickness of metal and details of assembly and supports shall provide strength and stiffness.

Form joints exposed to the weather shall be formed to exclude water. Items listed below require additional procedures.

3.2 WORKMANSHIP

Provide miscellaneous metalwork that is well formed to shape and size, with sharp lines and angles and true curves. Drilling and punching shall produce clean true lines and surfaces. Provide continuous welding along the entire area of contact except where tack welding is permitted. Do not tack weld exposed connections of work in place and ground smooth. Provide a smooth finish on exposed surfaces of work in place and unless otherwise approved, flush exposed riveting. Mill joints where tight fits are required. Corner joints shall be coped or mitered, well formed, and in true alignment. Accurately set work to established lines and elevations and securely fastened in place. Install in accordance with manufacturer's

SECTION 05 50 13 Page 9 installation instructions and approved drawings, cuts, and details.

3.3 ANCHORAGE, FASTENINGS, AND CONNECTIONS

Provide anchorage where necessary for fastening miscellaneous metal items securely in place. Include for anchorage not otherwise specified or indicated slotted inserts, expansion shields, and powder-driven fasteners, when approved for concrete; toggle bolts and through bolts for masonry;

machine and carriage bolts for steel; through bolts, lag bolts, and screws for wood. Do not use wood plugs in any material. Provide non-ferrous attachments for non-ferrous metal. Make exposed fastenings of compatible materials, generally matching in color and finish, to which fastenings are applied. Conceal fastenings where practicable.

3.4 BUILT-IN WORK

Provide built-in work with suitable anchoring devices as indicated or as required. Furnish metal work in ample time for securing in place as the work progresses.

3.5 WELDING

Perform welding, welding inspection, and corrective welding, in accordance with AWS D1.1/D1.1M. Use continuous welds on all exposed connections.

Grind visible welds smooth in the finished installation.

3.6 FINISHES

3.6.1 Dissimilar Materials

Where dissimilar metals are in contact, protect surfaces with a coat conforming to MPI 79 to prevent galvanic or corrosive action. Where aluminum is in contact with concrete, plaster, mortar, masonry, wood, or absorptive materials subject to wetting, protect with ASTM D 1187, asphalt-base emulsion.

3.6.2 Field Preparation

Remove rust preventive coating just prior to field erection, using a remover approved by the rust preventive manufacturer. Surfaces, when assembled, shall be free of rust, grease, dirt and other foreign matter.

3.6.3 Environmental Conditions

Do not clean or paint surface when damp or exposed to foggy or rainy weather, when metallic surface temperature is less than 5 degrees F above the dew point of the surrounding air, or when surface temperature is below 45 degrees F or over 95 degrees F, unless approved by the Contracting Officer.

3.7 ACCESS PANELS

Install a removable access panel not less than 12 by 12 inches directly below each valve, flow indicator, damper, or air splitter that is located above the ceiling, other than an acoustical ceiling, and that would otherwise not be accessible.

-- End of Section --

SECTION 05 50 13 Page 10

Amendment 0001 - 15-B-0010
TECHNICAL SUMMARY OF CHANGES
00 01 15 - LIST OF DRAWINGS
01 33 00 - SUBMITTAL PROCEDURES
05 50 13 - MISCELLANEOUS METAL FABRICATIONS

File details come from the government source that posted it. Updated .