Amendment 004.pdf
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- HANGAR ROOF REHABILITATION AT U. S. COAST GUARD AIR STATION AT NAVAL AIR STATION NEW ORLEANS
- Solicitation number
- HSCG82-11-B-PMVA18
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AMENDMENT 004
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| ABSTRACT.pdf | ||
| Amendment 003 PMVA18.doc.pdf | ||
| SF30(Amendment).pdf | ||
| SF30(A001).pdf | ||
| IFB.pdf |
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
1. CONTRACT ID CODE
PAGE OF PAGES
1 4
2. AMENDMENT/MODIFICATION NO.
08/05/2011
4. REQUISITION/PURCHASE REQ. NO.
21-11-821PMVA18
5. PROJECT NO. (If applicable)
6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE
CONTRACTING OFFICER
USCG, CIVIL ENGINEERING UNIT MIAMI
15608 SW 117TH AVENUE
MIAMI, FL 33177-1630
SAME AS BLOCK 6.
8. NAME AND ADDRESS OF CONTRACTOR (NO., STREET, COUNTY, STATE AND ZIP CODE)
PROSPECTIVE BIDDER
9A. AMENDMENT OF SOLICITATION NO.
HSCG82-11-B-PMVA18
9B. DATED (SEE ITEM 11)
06/01/2011
10A. MODIFICATION OF CONTRACT/ORDER NO.
10B. DATED (SEE ITEM 13)
CODE FACILITY CODE
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 REFERENCED 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.)
SOLICITATION NO. HSCG82-11-B-PMVA18 – HANGAR ROOF REHABILITATION AT U.S. COAST GUARD AIR STATION AT
NAVAL AIR STATION NEW ORLEANS, LA IS AMENDED AS FOLLOWS:
A. SPECIFICATION SECTIONS AND DRAWING (M1741-D) SHEET A05 ARE AMENDED IN ACCORDANCE WITH THE
ATTACHED ERRATA SHEET.
B. BID OPENING REMAINS AUGUST 9, 2011 AT 2:00 P.M., LOCAL TIME, MIAMI, FL.
15A. NAME AND TITLE OF SIGNER (Type or Print)
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
ODALYS MCGEE, CONTRACTING OFFICER, USCG
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
15C. DATE SIGNED
16B UNITED STATES OF AMERICA
BY
(Signature of Contracting Officer)
16C. DATE SIGNED
NSN 7540-01-152-8070 STANDARD FORM 30 (Rev. 10-83) PREVIOUS EDITION UNUSABLE Prescribed by GSA
FAR (48 CFR) 53.243
AMHoggard Text Box
AMHoggard Typewritten Text
AMHoggard Typewritten Text
AMENDMENT 004
ROOF & BUILDING REPAIRS AT HANGAR BUILDING
U.S. COAST GUARD AIR STATION NEW ORLEANS
NEW ORLEANS, LA
PROJECT NO. 2886591
ERRATA SHEET
SECTION 01 11 00, GENERAL REQUIREMENTS
1.1 GENERAL DESCRIPTION
DELETE:
Unit Price Item No. 6:
Provide (50) square feet of waterproofing material including pressure cleaning to seal existing face brick of the hangar façade perimeters as per the attachment specification provided in the drawings.
ADD:
Unit Price Item No. 6:
Provide (2,250) square feet of waterproofing material including pressure cleaning to seal existing face brick of the hangar façade perimeters as per the attachment specification provided in the drawings.
QUESTIONS AND ANSWERS
QUESTION:
The documents are calling for a puddle weld at the loose seams in the metal deck. Are you requesting that the roofing membrane be removed before this welding work to prevent possible fires, or would you rather have the welds completed from underneath the roof, with all of the roofing membrane still in place above?
ANSWER:
Clarification of metal deck panel repair indicated on Sheet S-01:
The metal deck of West Lean-to shall be accessed from the underside for repairs. No roofing shall be removed.
Replacement of the first row of metal deck panels of the East Lean-to is included in the Base Bid Item.
Unit Price Items 1 through 4 are for additional repairs discovered while inspecting the roof of the East Lean-to under the "Procedure for Metal Deck Inspection" written on Sheet S-01.
AMENDMENT 004
HSCG82-11-C-PMVA__
HSCG82-11-B-PMVA18
4 (REV 03/23/2011 FAC 2005-50)
SECTION B - SUPPLIES OR SERVICES AND PRICES (continued)
ITEM 0007: UNIT PRICE ITEM #6:
Provide (2,250) square feet of waterproofing material including pressure cleaning to seal existing face brick of the hangar façade perimeters.
EST. QUANTITY: 2,250 SF UNIT PRICE: $________________ TOTAL: $_______________________
TOTAL OF BASE BID ITEM AND ALL UNIT PRICE ITEMS: $
UNIT PRICE ITEM: The Contracting Officer reserves the right to accept or reject any individual unit price bid item. If accepted, the quantity listed above will be funded at the time of base bid award. Payment of the unit price item(s) will be made on actual [unit] provided as verified by the Contracting Officer's Technical Representative. If needed, additional quantities may be awarded during the course of the contract and a modification will be issued to adjust the contract price accordingly.
ALL WORK TO BE STRICT ACCORDANCE WITH THE SPECIFICATIONS, DRAWINGS AND THE
CONTRACT.
Funds are not presently available for this contract. The Government’s obligation under this contract is contingent upon the availability of appropriated funds from which payment for contract purposes can be made. No legal liability on the part of the Government for any payment may arise until funds are made available to the Contracting Officer for this contract and until the Contractor receives notice of such availability, to be confirmed in writing by the Contracting Officer.
USCG AIR STATION NEW ORLEANS P/N 2886591
SECTION 01 11 00 -Page 1 of 5
SECTION 01 11 00
GENERAL REQUIREMENTS
PART 1 GENERAL
1.1 GENERAL DESCRIPTION
The work includes furnishing all labor, equipment, materials, and tools to repairs/replace the roofing system and wall elements of the hangar building at Air Station New Orleans. The work will include, but not be limited the replacement of the existing roofing system and the remove/replace AC roof units at the East Lean-To, duck work modifications, remove replace exhaust fans, and the inspection and repairs of the roof metal deck, application of roof coating, and clean up to receive Liquid applied acrylic roofing system at the main hangar roof and the West lean-To and other items as per the details and indications contained in the drawings accompanying these specifications.
The contractor shall provide all labor, materials and equipment necessary to perform the work under the following Unit Price Items:
Unit Price Item No. 1:
Install one (36) square feet sheet of (1-1/2)”x20 gage galvanized metal deck including attachments as per the details and specifications contained in the drawings.
Unit Price Item No. 2:
Remove and dispose of one (36) square feet sheet of existing metal deck.
Unit Price Item No. 3:
Attach one (1) linear feet of existing metal deck along supports as per the attachment specification provided in the drawings.
Unit Price Item No. 4:
Attach one (1) linear feet of existing metal deck along panels side laps or along perimeters as per the attachment specification provided in the drawings.
Unit Price Item No. 5:
Replace one (1) square foot of existing damaged/wet insulation and provide new R6 foil faced fiberglass wrap insulation on existing ductwork.
Unit Price Item No. 6:
Provide (50) square feet of waterproofing material including pressure cleaning to seal existing face brick of the hangar façade perimeters as per the attachment specification provided in the drawings.
1.2 PHASING
The Ward Room served by unit RTU-8/9 shall not be inoperative for more than one week. The Contractor shall complete all roofing, air-conditioning, and interior work of the “South-side” (ward room) second floor east–lean-to prior to proceeding with the “North-side” second floor east-lean-to.
The COTR shall approve all work on the “south-side” (Wardroom, SDO & OOD rooms) prior to commencing work on the remainder of the second floor east-lean-to.
1.2.1 TEMPORARY UTILITIES
The Contractor shall provide temporary air HVAC, for cooling and heating for those portions of the building at any time during the construction when the existing or new equipment is not in service.
Temporary heating shall maintain 68F during heating season and temporary cooling shall maintain 76F during cooling season. The first floor, served by air conditioned (mark RTU-7), shall be kept air
AMHoggard Typewritten Text
AMENDMENT 004
AMHoggard Text Box
AMHoggard Typewritten Text
| General Section.pdf |
| 2886591-00000_T_ of_ C |
| 2886591-01-11-00 |
| PART 1 GENERAL |
| 1.1 GENERAL DESCRIPTION |
| 1.3 LOCATION |
| 1.3.1 INSPECTION PRIOR TO BID |
| 1.4 DRAWINGS ACCOMPANYING SPECIFICATIONS |
| 1.5 SUBMITTALS |
| 1.6 UTILITY OUTAGES |
| 1.7 WORK COORDINATION |
| 1.8 CONTRACTOR USE OF PREMISES |
| 1.10 STORAGE AREA |
| 1.11 CLEANUP |
| 1.12 STORM PROTECTION |
| 1.13 RECEIPT OF MATERIALS |
| 1.14 DELIVERY AND STORAGE |
| 1.15 SECURITY |
| 1.16 RECORD DRAWINGS |
| 1.17 FINAL INSPECTION AND ACCEPTANCE |
| 1.18 WARRANTIES |
| 1.19 PERFORMANCE TIME |
| 1.20 WORK HOURS |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 2886591-01-31-10 |
| PART 1 GENERAL |
| 1.1 GENERAL |
| 1.2 RESPONSIBILITY |
| 1.3 SUBMITTALS |
| PART 2 PRODUCTS |
| 2.1 PROGRESS SCHEDULE |
| PART 3 EXECUTION |
| 3.1 UPDATING SCHEDULE |
| 3.2 DELAYS |
| 3.3 SAMPLE |
| 2886591-01 33 00 |
| PART 1 GENERAL |
| 1.1 SUBMITTALS REQUIRED |
| 1.2 TIMING OF SUBMITTALS |
| 1.2.1 Timing and Sequence |
| 1.2.2 Long Lead Time Items |
| 1.3 SCHEDULE OF SUBMITTAL DESCRIPTIONS (SD) |
| SD-02 Shop Drawings (3 each) |
| SD-03 Product Data (3 each) |
| SD-04 Samples (2 each) |
| Field Test Reports: A written report which includes the findings of a test made at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation. The report must be signed by an authorized official of a testing laboratory or agency and must state the test was performed in accordance with the test requirements; state the test results; and indicate whether the material, product, or system has passed or failed the test. A type of shop drawing. |
| SD-07 Certificates (3 each) |
| SD-10 Operation and Maintenance Manuals (3 each) |
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 2886591-02-00-50 |
| PART 1 GENERAL |
| 1.1 REQUIREMENTS |
| 1.2 SUBMITTALS |
| 1.2.1 General: Submit the following in accordance with Conditions of Contract and Specification Sections 01 33 00 “Submittal Proceedure” |
| 1.2.2 Schedule indicating proposed sequence of operations for selective demolition work include coordination for shutoff, capping, and continuation of utility services as required, together with details for dust and noise control protection. |
| 1.3 JOB CONDITIONS |
| 1.3.1 Occupancy: Government will occupy portions of the building immediately adjacent to areas of selective demolition. Conduct selective demolition work in a manner that will minimize need for disruption of Government normal operations. Provide minimum of 72 hours advance notice to Government of demolition activities that will affect Government normal operations. |
| 1.3.2 Protections: Provide temporary barricades and other forms of protection to protect Government personnel and general public from injury due to selective demolition work. Notify the Contracting Officer prior to beginning any such work. |
| 1.3.2.1 Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of structure or element to be demolished and adjacent facilities or work to remain. Repair items damaged during the performance of the work or replace with new. Do not overload structural elements. Provide new supports or reinforcement for existing construction weakened by demolition or removal work. |
| 1.3.2.2. Protect from damage existing finish work that is to remain in place and becomes exposed during demolition operations. |
| 1.3.2.3 Provide temporary weather protection during interval between demolition and removal of existing construction on exterior surfaces and installation of new construction to ensure that no water leakage or damage occurs to structure or interior areas of existing building. |
| 1.3.2.4 Landscaping: Protect all landscaping and grass area within the project site, which might be damaged during progress of the job. Restore any landscaping or grass scarred or damaged by Contractor’s equipment or operations of their original condition or replace as determined by Contracting Officer shall approve restoration prior to its initiation. |
| 1.3.2.1 Remove protections at completion of work. |
| 1.3.3 Damages: Promptly repair damages caused to adjacent facilities by demolition work. |
| 1.3.4 Traffic: Conduct selective demolition operations and debris removal to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities. |
| 1.3.5 Do not close, block, or otherwise obstruct streets, walks, or other occupied or used facilities without written permission from authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. |
| 1.3.6 Utility Services: Maintain existing utilities indicated to remain in service and protect them against damage during demolition operations. |
| 1.3.7 Maintain fire protection services during selective demolition operations. |
| 1.3.8 Environmental Controls: Use water sprinkling, temporary enclosures, and other methods to limit dust and dirt migration. Comply with governing regulations pertaining to environmental protection. |
| 1.3.9 Do not use water when it may create hazardous or objectionable conditions such as ice, flooding, and pollution. |
| PART 2 PRODUCTS (NOT APPLICABLE) |
| PART 3 EXECUTION |
| 3.1 PREPARATION |
| 3.1.1 General: Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of areas to be demolished and adjacent facilities to remain. |
| 3.1.2 Cease operations and notify C.O.T.R. immediately if safety of structure appears to be endangered. Take precautions to support structure until determination is made for continuing operations. |
| 3.1.3 Provide weatherproof closures for exterior openings resulting from demolition work. |
| 3.2 DEMOLITION |
| 3.2.1 General: Perform selective demolitions work in a systematic manner. Use such methods as required to complete work indicated on Drawings in accordance with demolition schedule and governing regulations. |
| 3.2.3 Provide services for effective air and water pollution controls as required by local authorities having jurisdiction. |
| 3.3 DISPOSAL OF DEMOLISHED MATERIALS |
| 3.3.1 Remove from building site debris, rubbish, and other materials resulting from demolition operations. Transport and legally dispose off site. |
| 3.3.1.1 If hazardous materials are encountered during demolition operations, comply with applicable regulations, laws, and ordinances concerning removal, handling, and protection against exposure or environmental pollution. |
| 3.3.1.2 Burning of removed materials is not permitted on project site. |
| 3.4 CLEANUP AND REPAIR |
| 3.4.1 General: Upon completion of demolition work, remove tools, equipment, and demolished materials from site. Remove protections and leave interior areas broom clean. |
| 3.4.2 Repair demolition performed in excess of that required. Return elements of construction and surfaces to remain to condition existing prior to start operations. Repair adjacent construction or surfaces soiled or damaged by selective demolition work. |
| 2886591-07-15-40 |
| 1.4 PRE-ROOFING CONFERENCE |
| 2886591-07-17-50 |
| 3.2.3 Compatibility |
| 3.3 MIXING |
| 3.4.1 Water Repellent Treatment |
| 3.4.2 Spray or brush-apply coating in accordance with manufacturer's instructions. |
| 3.4.3 Thoroughly apply coating materials into joints, crevices, and open spaces. |
| 3.4.4 Apply two coats of water-repellent coating at a total rate of 100-sq. ft/gal (2.3 sq. m/L). |
| 3.4.5 Apply water repellant material by low pressure (less than 15 psi. / 103.4 kPa) spray in a wet on wet fashion allowing coating to run down surface 12-15 inches (30.48- 38.1 cm). |
| 3.4.6 First coat should not dry before second coat is applied. |
| 2886591-07-22-00 |
| 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 MANUFACTURER'S CERTIFICATE |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Insulation on Steel Decks |
| 1.4.2 Foam Board on Steel Decks |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.5.1 Delivery |
| 1.5.2 Storage and Handling |
| 1.6 ENVIRONMENTAL CONDITIONS |
| 1.7 PROTECTION OF PROPERTY |
| 1.7.1 Flame-Heated Equipment |
| 1.7.2 Special Protection |
| 2.1.1 Insulation Types |
| 2.1.2 Recovered Materials |
| 2.1.3 Insulation Thickness |
| 2.1.4 Cants and Tapered Edge Strips |
| 2.1.5 Crickets and Saddles |
| 2.2 PROTECTION BOARD |
| 2.3.1 Fasteners for Steel Decks |
| 3 EXECUTION |
| 3.1 EXAMINATION AND PREPARATION |
| 3.1.1 Surface Inspection |
| 3.1.2 Surface Preparation |
| 3.2 INSULATION INSTALLATION |
| 3.2.1 Installation Using Only Mechanical Fasteners |
| 3.2.1.1 Polyisocyanurate Insulation |
| 3.2.2 Cant Strips |
| 3.2.3 Tapered Edge Strips |
| 3.3 PROTECTION |
| 3.3.1 Protection of Applied Insulation |
| 3.3.2 Damaged Work and Materials |
| 2886591-07-52-00 |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 DESCRIPTION OF ROOF MEMBRANE SYSTEM |
| 1.3 SUBMITTALS |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Qualification of Manufacturer |
| 1.4.2 Qualification of Applicator |
| 1.4.3 Fire Safety |
| 1.4.4 Wind Uplift |
| 1.4.5 Preroofing Conference |
| 1.5 DELIVERY, STORAGE, AND HANDLING |
| 1.5.1 Delivery |
| 1.5.2 Storage |
| 1.5.3 Handling |
| 1.6 ENVIRONMENTAL REQUIREMENTS |
| 1.7 SEQUENCING |
| 1.8.1 Roof Membrane Manufacturer Warranty |
| 1.8.2 Continuance of Warranty |
1.9 CONFORMANCE AND COMPATIBILITY
| PART 2 PRODUCTS |
| 2.1 DESCRIPTION OF ROOFING SYSTEM |
| 2.1.1 APP Modified Bitumen Sheet on Nailable Substrate |
| 2.2 MATERIALS |
| 2.2.1 Modified Bitumen Sheet, Felts |
| 2.2.2 Top Surfacing |
| 2.2.3 Primer |
| 2.2.4 Asphalt Roof Cement |
| 2.2.5 Fasteners |
| 2.2.6 Metal Discs (Tin Caps) |
| 2.2.7 Roof Insulation Below Modified Bitumen Membrane System |
| PART 3 EXECUTION |
| 3.1 VERIFICATION OF CONDITIONS |
| 3.2 PREPARATION |
| 3.2.1 Protection of Property |
| 3.2.1.1 Protective Coverings |
| 3.2.1.2 Flame-Heated Equipment |
| 3.2.1.3 Open Flame Application Equipment |
| 3.2.1.4 Electric-Heated Equipment |
| 3.2.2 Priming of Surfaces |
| 3.2.2.1 Priming of Metal Surfaces |
| 3.3 APPLICATION |
| 3.3.1 Base Sheet |
| 3.3.2 Modified Bitumen Sheets |
| 3.3.2.1 APP Modified Bitumen Sheets |
| 3.3.3 Flashings |
| 3.3.4 Roof Walkways |
| 3.3.5 Fire Watch |
| 3.3.6 Clean Up |
| 3.3.7 Protection of Applied Roofing Against Moisture Absorption |
| 3.3.7.1 Water Cutoffs |
| 3.3.7.2 Temporary Flashing for Permanent Roofing |
| 3.3.7.3 Temporary Walkways, Runways, and Platforms |
| 3.4 FIELD QUALITY CONTROL |
| 3.4.1 Construction Monitoring |
| 3.4.3 Samples of Roofing |
| 3.5 FIELD QUALITY CONTROL |
| 3.5.2 Instructions to Government Personnel |
| 2886591-07-60-00 |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 GENERAL REQUIREMENTS |
| 1.3 SUBMITTALS |
| 1.4 DELIVERY, HANDLING, AND STORAGE |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Exposed Sheet Metal Items |
| 2.1.2 Drainage |
| 2.1.3 Copper, Sheet and Strip |
| 2.1.4 Lead-Coated Copper Sheet |
| 2.1.5 Lead Sheet |
| 2.1.6 Steel Sheet, Zinc-Coated (Galvanized) |
| 2.1.6.1 Finish |
| 2.1.7 Zinc Sheet and Strip |
| 2.1.8 Stainless Steel |
| 2.1.9 Terne-Coated Steel |
| 2.1.10 Aluminum Alloy Sheet and Plate |
| 2.1.10.1 Alclad |
| 2.1.10.2 Finish |
| 2.1.11 Aluminum Alloy, Extruded Bars, Rods, Shapes, and Tubes |
| 2.1.12 Solder |
| 2.1.13 Polyvinyl Chloride Reglet |
| 2.1.14 Bituminous Plastic Cement |
| 2.1.15 Roofing Felt |
| 2.1.16 Asphalt Primer |
| 2.1.17 Fasteners |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Workmanship |
| 3.1.2 Nailing |
| 3.1.3 Cleats |
| 3.1.4 Bolts, Rivets, and Screws |
| 3.1.5 Seams |
| 3.1.5.1 Flat-lock Seams |
| 3.1.5.2 Lap Seams |
| 3.1.5.3 Loose-Lock Expansion Seams |
| 3.1.5.4 Standing Seams |
| 3.1.5.5 Flat Seams |
| 3.1.7 Soldering |
| 3.1.7.1 Edges |
| 3.1.8 Welding and Mechanical Fastening |
| 3.1.8.1 Welding of Aluminum |
| 3.1.8.2 Mechanical Fastening of Aluminum |
| 3.1.9 Protection from Contact with Dissimilar Materials |
| 3.1.9.1 Copper or Copper-bearing Alloys |
| 3.1.9.2 Aluminum |
| 3.1.9.3 Metal Surfaces |
| 3.1.9.4 Wood or Other Absorptive Materials |
| 3.1.10 Expansion and Contraction |
| 3.1.11 Base Flashing |
| 3.1.12 Counterflashing |
| 3.1.13 Metal Reglets |
| 3.1.13.1 Caulked Reglets |
| 3.1.13.2 Friction Reglets |
| 3.1.14 Polyvinyl Chloride Reglets [Temporary Construction Installation] |
| 3.1.15 Gravel Stops and Fascias |
| 3.1.15.1 Edge Strip (continuous cleat) |
| 3.1.15.2 Joints |
| 3.1.17 Gutters |
| 3.1.18 Downspouts |
| 3.1.18.1 Terminations |
| 3.1.19 Flashing at Roof Penetrations and Equipment Supports |
| 3.1.20 Single Pipe Vents |
| 3.2 PAINTING |
| 3.2.1 Aluminum Surfaces |
| 3.3 CLEANING |
| 3.4 REPAIRS TO FINISH |
| 3.5 FIELD QUALITY CONTROL |
| 3.5.1 Procedure |
| 2886591-07-84-00 |
| 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| 1.4 COORDINATION |
| 2 PRODUCTS |
| 2.1 FIRESTOPPING |
| 2.1.1 Fire Hazard Classification |
| 2.1.2 Firestopping Rating |
| 3 EXECUTION |
| 3.1 SURFACE PREPARATION |
| 3.2 INSTALLATION |
| 3.2.1 Firestopping Construction Joints |
| 3.2.2 Firestopping Penetrations |
| 3.2.3 Filling of Voids |
| 3.2.4 Insulated Pipes and Ducts |
| 3.2.5 Fire Dampers |
| 3.2.6 Wall and Floor Penetration by Plastic Drain, Waste, and Vent Pipes |
3.3 FIELD QUALITY CONTROL
| 2886591-07-92-00 |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 ENVIRONMENTAL CONDITIONS |
| 1.4 DELIVERY AND STORAGE |
| PART 2 PRODUCTS |
| 2.1 SEALANTS |
| 2.1.1 Interior Sealant |
| 2.1.2 Exterior Sealant |
| 2.2 PRIMERS |
| 2.3 BOND BREAKERS |
| 2.4 BACKSTOPS |
| 2.4.1 Rubber |
| 2.4.2 PVC |
| 2.4.3 Synthetic Rubber |
| 2.4.4 Neoprene |
2.5 CLEANING SOLVENTS
| PART 3 EXECUTION |
| 3.1 SURFACE PREPARATION |
| 3.1.1 Steel Surfaces |
| 3.1.2 Aluminum or Bronze Surfaces |
| 3.1.3 Concrete and Masonry Surfaces |
| 3.1.4 Wood Surfaces |
| 3.2 SEALANT PREPARATION |
| 3.3 APPLICATION |
| 3.3.1 Joint Width-To-Depth Ratios |
| 3.3.2 Masking Tape |
| 3.3.3 Backstops |
| 3.3.4 Primer |
| 3.3.5 Bond Breaker |
| 3.3.6 Sealants |
| 3.4 PROTECTION AND CLEANING |
| 3.4.1 Protection |
| 3.4.2 Final Cleaning |
| 2886591-09-22-00 |
| 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| 2 PRODUCTS |
| 2.1 MATERIALS |
| 3.1.1 Materials for Attachment of Lath |
| 3.1.1.1 Suspended and Furred Ceiling Systems and Wall Furring |
| 3.1.1.2 Nonload-Bearing Wall Framing |
| 3.1.2 Materials for Attachment of Gypsum Wallboard |
| 3.1.2.1 Suspended and Furred Ceiling Systems |
| 3.1.2.2 Nonload-Bearing Wall Framing and Furring |
| 4 EXECUTION |
| 4.1 INSTALLATION |
| 4.1.1 Systems for Attachment of Lath |
| 4.1.1.1 Suspended and Furred Ceiling Systems and Wall Furring |
| 4.1.1.2 Nonload-Bearing Wall Framing |
| 4.1.2 Systems for Attachment of Gypsum Wallboard |
| 4.1.2.1 Suspended and Furred Ceiling Systems |
| 4.1.2.2 Nonload-Bearing Wall Framing and Furring |
4.2 ERECTION TOLERANCES
| 2886591-09-25-00 |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| 1.3.1 Delivery |
| 1.3.2 Storage |
| 1.3.3 Handling |
| 1.4 ENVIRONMENTAL CONDITIONS |
| 1.4.1 Temperature |
| 1.4.2 Exposure to Weather |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Gypsum Board |
| 2.1.1.1 Regular |
| 2.1.1.3 Type X (Special Fire-Resistant) |
| 2.1.3 Regular Water-Resistant Gypsum Backing Board |
| 2.1.3.1 Regular |
| 2.1.3.2 Type X (Special Fire-Resistant) |
| 2.1.8 Cementitious Backer Units |
| 2.1.9 Joint Treatment Materials |
| 2.1.9.1 Embedding Compound |
| 2.1.9.2 Finishing or Topping Compound |
| 2.1.9.3 All-Purpose Compound |
| 2.1.9.4 Setting or Hardening Type Compound |
| 2.1.9.5 Joint Tape |
| 2.1.10 Fasteners |
| 2.1.10.1 Nails |
| 2.1.10.2 Screws |
| 2.1.10.3 Staples |
| 2.1.11 Adhesives |
| 2.1.11.1 Adhesive for Fastening Gypsum Board to Metal Framing |
| 2.1.11.2 Adhesive for Fastening Gypsum Board to Wood Framing |
| 2.1.11.3 Adhesive for Laminating |
| 2.1.12 Gypsum Studs |
| 2.1.15 Asphalt Impregnated Building Felt |
| 2.1.16 Water |
| PART 3 EXECUTION |
| 3.1 EXAMINATION |
| 3.1.1 Framing and Furring |
| 3.2 APPLICATION OF GYPSUM BOARD |
| 3.2.1 Application of Single-Ply Gypsum Board to Wood Framing |
| 3.2.9 Gypsum Board for Wall Tile or Tile Base Applied with Adhesive |
| 3.3 APPLICATION OF CEMENTITIOUS BACKER UNITS |
| 3.3.1 Application |
| 3.3.2 Joint Treatment |
| 3.4 FINISHING OF GYPSUM BOARD |
| 3.4.1 Uniform Surface |
| 3.5 SEALING |
| 3.5.1 Sealing for Glass Mat or Reinforced Gypsum Board Sheathing |
| ]3.6 FIRE-RESISTANT ASSEMBLIES |
| 3.7 PATCHING |
| 3.8 PROTECTION |
| 2886591-09-51-00 |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 GENERAL REQUIREMENTS |
| 1.3.1 Ceiling Sound Absorption |
| 1.3.2 Light Reflectance |
| 1.4 DELIVERY AND STORAGE |
| 1.5 ENVIRONMENTAL REQUIREMENTS |
| 1.6 SCHEDULING |
| 1.7 WARRANTY |
| 1.8 EXTRA MATERIALS |
| PART 2 PRODUCTS |
| 2.1 ACOUSTICAL UNITS |
| 2.1.1 Units for Exposed-Grid System |
| 2.2 SUSPENSION SYSTEM |
| 2.3 HANGERS |
| 2.3.1 Wires |
| 2.4 FINISHES |
| 2.5 COLOR |
| 2.6 ACOUSTICAL SEALANT |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Suspension System |
| 3.1.1.1 Plumb Hangers |
| 3.1.2 Wall Molding |
| 3.1.3 Acoustical Units |
3.2 CLEANING
| 2886591-23-03-00-BASIC-MECH |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 RELATED REQUIREMENTS |
| 1.3 QUALITY ASSURANCE |
| 1.3.1 Material and Equipment Qualifications |
| 1.3.2 Service Support |
| 1.3.3 Manufacturer's Nameplate |
| 1.3.4 Modification of References |
| 1.3.4.1 Definitions |
| 1.3.4.2 Administrative Interpretations |
| 1.4 DELIVERY, STORAGE, AND HANDLING |
| 1.5 ENERGY STAR COMPLIANCE |
| 1.6 ELECTRICAL REQUIREMENTS |
| 1.7 ELECTRICAL INSTALLATION REQUIREMENTS |
| 1.7.1 New Work |
| 1.7.2 Modifications to Existing Systems |
| 1.7.3 High Efficiency Motors |
| 1.7.3.1 High Efficiency Single-Phase Motors |
| 1.7.3.2 High Efficiency Polyphase Motors |
1.7.4 Three-Phase Equipment Protection
| 1.8 ACCESSIBILITY |
| 1.9 DISPOSITION OF MATERIALS |
| 1.9.1 Ozone Depleting Substances Used as Refrigerants |
1.10 INSTRUCTION TO GOVERNMENT PERSONNEL
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.1 PAINTING OF NEW EQUIPMENT |
| 3.1.1 Factory Painting Systems |
| 2886591-23-05-93-T&B-AIR |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 MODIFICATIONS TO REFERENCES |
| 1.3 DESCRIPTION OF WORK |
| 1.3 Air Distribution Systems |
| 1.4 DEFINITIONS |
| 1.5 SUBMITTALS |
| 1.6 TAB SUBMITTAL AND WORK SCHEDULE |
| 1.7 QUALITY ASSURANCE |
| 1.7.1 Modifications of References |
| 1.7.2 Certificates |
| 1.7.2.1 Independent TAB Agency Personnel Qualifications |
| 1.7.3 Responsibilities |
| 1.7.3.1 Contractor |
| 1.7.3.2 TAB Agency |
| 1.7.3.3 TAB Team Supervisor |
| 1.7.4 Test Reports |
| 1.7.4.1 Certified TAB Reports |
1.8 PRETAB MEETING
| PART 2 PRODUCTS |
| PART 3 EXECUTION |
| 3.1 TAB PROCEDURES |
| 3.1.1 TAB Field Work |
| 3.2 TAB Air Distribution Systems |
| 3.2.1 Air Handling Units (AHU-1, RTU-7, RTU-8, RTU-9, AND EF-3, EF-4, EF-5 AND EF-10) |
| 3.2.2 TAB Work on Performance Tests Without Seasonal Limitations |
| 3.2.2.1 Performance Tests |
| 3.2.2.2 Ambient Temperatures |
| 3.2.3 Workmanship |
| 3.2.4 Deficiencies |
| 3.2.5 Data From TAB Field Work |
3.3 MARKING OF SETTINGS
| 2886591-23-82-02-RTU |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 SAFETY REQUIREMENTS |
| 1.4 DELIVERY, STORAGE, AND HANDLING |
| 1.5 PROJECT/SITE CONDITIONS |
| PART 2 PRODUCTS |
| 2.1 STANDARD COMMERCIAL PRODUCTS |
| 2.2 NAMEPLATES |
| 2.3 ELECTRICAL WORK |
| 2.4 PACKAGE ROOF TOP UNIT HEAT PUMPS |
| 2.4.1 Air-to-Refrigerant Coil (Evaporator and Condenser Coils) |
| 2.4.2. Compressor |
| 2.4.3 Outdoor Cabinet Construction |
| 2.4.4 Unit Controls |
| 2.4.4.1 Temperature Controls |
| 2.4.5 Refrigeration Circuit R410a |
| 2.4.6 Fans (indoor and outdoor) |
| 2.4.7 Corrosion Protection Condensing Coil (Outdoor Coil) |
2.4.8 Supplemental Electric Heaters
| 2.5 EQUIPMENT COMPONENTS |
| 2.5.1 Refrigerant and Oil |
| 2.5.2 Replaceable Media Filters |
| 2.5.3 OUTDOOR AIR INTAKE HOOD AND DAMPER |
| 2.5.4 ROOF CURBS AND STRUCTURAL FRAMING |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Equipment |
| 3.2 CLEANING AND ADJUSTING |
| 3.3 REFRIGERANT TESTS, CHARGING, AND START-UP |
| 3.3.1 Contractor's Responsibility |
| 2886591-23-99 99_HVAC PICS |
| 2886591-26-05-00 |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 RELATED REQUIREMENTS |
| 1.3 SUBMITTALS |
| 1.3.1 Manufacturer's Catalog Data |
| 1.4.1 Warranty |
1.5 QUALITY ASSURANCE
| PART 2 PRODUCTS |
| 2.1 MATERIALS AND EQUIPMENT |
| 2.2 CONDUIT AND FITTINGS |
| 2.3 WIRES AND CABLES: |
| 2.3.1 Conductors |
| 2.3.2 Color Coding |
| 2.3.3 Insulation |
| 2.3.4 Bonding Conductors |
| 2.4 GROUNDING AND BONDING EQUIPMENT |
| 2.5 SPLICES AND TERMINATION COMPONENTS |
| 2.6 FIRESTOPPING MATERIALS |
| 2.7 MOLDED CASE CIRCUIT BREAKERS: |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Wiring Methods. Perform the minor electrical renovations as indicated on the drawings. |
| 3.1.1.2 Grounding and Bonding |
| 3.1.4 Electrical Penetrations |
File details come from the government source that posted it. Updated .