Amendment_4_Package-EIE388.pdf

EIE388

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

PROJECT TITLE/LOCATION: EIE388 F-35 R-11 Fuel Truck Shelter, Eielson AFB, ALASKA

a. This amendment provides changes to the solicitation as indicated on the continuation pages of this document.

b. PHASE 2 PROPOSAL DUE DATE IS UNCHANGED AND REMAINS: 25 JANUARY 2018 AT 1400 ALASKA TIME. Proposals shall be submitted in accordance w ith Section 00 21 00, paragraph 1.13, Proposal Submittals.

c. YOU ARE REQUIRED TO ACKNOWLEDGE RECEIPT OF THIS AMENDMENT ON THE REVERSE SIDE OF THE STANDARD FORM 1442.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 18-Jan-2018

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 W911KB-17-R-0048

X 9B. DATED (SEE ITEM 11)

28-Sep-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 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 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

18-Jan-2018

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

a. The following drawings are substituted for the superseded documents/sections:

NONE

b. The following revised documents/sections are substituted for the superseded documents/sections: The identifier “AM#04” appears before and after new and/or revised materials, except as noted below.

SECTION 01 10 00 – STATEMENT OF WORK -- SYNOPSIS

-Revised Paragraph 3.4.11.1 per new EAFB Utilidor Design Guide requirements.

-Revised Paragraph 3.4.15.1 Manhole Number for Steam/Condensate Connection.

-Revised Paragraph 3.4.15.3.A Manhole Number for Steam/Condensate Connection.

-Revised Paragraph 3.4.15.4.A Manhole Number for Steam/Condensate Connection.

-Revised Paragraph 3.6.2.2 H to allow vapor barrier to be placed under rigid insulation layer.

-Revised Paragraph 3.6.2.2 M for proper floor slab joint terminology.

SECTION 01 33 16 – DESIGN AFTER AWARD

-Deleted Paragraph 3.5.10 submittal requirement for DDESB -Deleted Paragraph 3.5.11 DDESB Requirements paragraph in its entirety

NOTE: Revisions within the following documents do not contain the above referenced identifiers:

SECTION 00 73 46 - WAGE DETERMINATIONS SCHEDULES

c. The following sections are deleted:

d. The following documents are added:

e. The following revisions are incorporated:

f. Other:

(End of Summary of Changes)

ALL OTHER TERMS AND CONDITIONS SHALL REMAIN THE SAME.

F-35A R-11 FUEL TRUCK SHELTER W911KB-17-R-0048

EIE388 AM#4

Section 01 10 00 Page 25 of 143

3.4.10 WATER GUIDES

Alignment guides shall be cast-iron or steel and shall be so constructed that the axial movement of the pipe caused by thermal expansion will be guided in a straight line only and movement in all other directions will be adequately restrained. The guide may be a guiding cylinder attached to an anchor base or a clamp type attached to a flanged slide, moveable in guide bars attached to an anchor base. Guiding surfaces shall be machine finished and properly lubricated. The anchor base shall be correctly designed, adequately supported, and properly aligned to prevent distortion and binding of the pipe in the guide. The guide must be removable from its anchor base without disturbing the water pipe.

The Contractor shall submit design calculations showing the adequacy of the pipe guide system, which shall be as recommended by the pipe manufacturer. Guides shall be securely anchored against pipe movement. In no case will pipe rollers, racks, or hangers be considered substitutes for guides. Alignment guides that are supported from the floor shall be adequately protected against corrosion. When the pipeline approaches an expansion joint, the pipe shall be adequately guided to the joint.

3.4.11 AM#4… DIRECT BURY WATER IN UTILIDOR …AM#4

AM#4…The fire water loop serving the exterior hydrants shall be a direct buried circulating loop, with frost protection and thaw capabilities. This line shall be installed outside of the 10 foot heated concrete apron around the building to minimize disruption in the event the pipe has to be exposed for future maintenance.shall be installed in a service utilidor with steam trace installed in a looped configuration in accordance with EAFB Design Guide, Chapter 10 – Utilidors, Section 3 – Steam Distribution. …AM#4

Fire hydrants shall be installed and spaced in accordance with UFC 3-600-01 and 4- 211-01.

3.4.12 SEWER IN UTILIDOR

Sanitary sewer piping shall meet the same material, construction, and pressure testing as potable water when collocated in the same utilidor in accordance with ADEC 18

AAC 80.

ADEC Plan Review is not required because the utilities are classified as a “service”.

Due to elevation constraints at the site and high groundwater the sewer will be a pressure rated force main. Size appropriately to generate adequate scouring velocity based on the lift station pump.

3.4.13 SEWER EXPANSION JOINTS

Pipe expansion shall be accommodated through the use of AWWA C606 grooved type pipe couplings. The Contractor's licensed engineer shall submit design calculations, product information, and manufacturer's recommendations for application of this type of system.

Section 01 10 00 Page 26 of 143

Bellows type joints shall not be used.

Grooved pipe type coupling expansion joints shall be flexible and shall be combinations of couplings and short nipples, joined in series to provide increased expansion. Design thermal expansion for the temperature range 40 to 140 deg F.

3.4.14 PRESSURE TESTING

Force mains shall be open bore flushed to remove foreign objects, and then hydrostatically tested at 120 psi described for a water line. Secure pipe and, cap all wyes and other openings to withstand the test pressures.

3.4.15 STEAM AND CONDENSATE RETURN IN UTILIDOR

See attached site drawings for the extent of the steam and condensate piping in utilidors. Steam and condensate will connect at manhole AM#4… 19C 19D …AM#4 at building 1308 and run to the building as suggested in the site drawing or as determined by the Contractor. See drawing U2.03 in Appendix F for as-built drawings of manhole AM#4… 19C19D …AM#4.

Design of steam and condensate services shall consider the following conditions:

A. Steam is generally at saturated conditions at approximately 85-100 psig.

B. Condensate is returned at 10-25 psig and 165°F depending on back pressure and load from high-pressure steam traps.

Steam Piping

A. Connect to the existing AM#4… 8” gate valve in manhole 19C19D …AM#4. See drawing U2.03 in Appendix F.

B. Install trap assemblies and blow downs as shown in the Eielson Utilidor Design Guide.

C. All high pressure steam lines shall be insulated with a minimum 2” of fiberglass insulation. Medium pressure steam lines shall be insulated with a minimum of 1-1/2” fiberglass. Mitered fiberglass fittings shall be used on long radius elbows for pipe sizes over 2-1/2”. All fiberglass pre-formed pipe insulation shall be stapled with flare staples at 4 to 6” intervals. All staples, joints, and ends of pre-formed insulation shall be sealed, zeston fittings shall be taped at joints.

D. Insulation for steam piping and all pipes within range of blowdowns or splashing water or steam shall be insulated in accordance with Eielson Utilidor Design Guide. All valves, strainers, fittings, regulators, expansion joints and uneven surfaces over 2” shall be covered with Velcro or wire tie valve blankets.

Condensate Piping

A. Connect to existing AM#4… 4” gate valve at manhole 19C19D …AM#4. See drawing U2.03 in Appendix F.

Section 01 10 00 Page 27 of 143

B. All condensate lines and all pipes within range of blowdowns or splashing water or steam shall be insulated with a minimum 1-1/2” of fiberglass insulation in accordance with Eielson Utilidor Design Guide. All fiberglass pre-formed pipe insulation shall be stapled with flare staples at 4 to 6” intervals. All staples, joints, and ends of pre-formed insulation shall be sealed, zeston fittings shall be taped at joints. All valves, strainers, fittings, regulators, expansion joints and uneven surfaces over 2” shall be covered with Velcro or wire tie valve blankets.

Steam Traps

A. Refer to Eielson Utilidor Design Guide for requirements for steam traps and sample details.

Steam Trace

A. See Eielson Utilidor Design Guide for details.

3.4.16 UTILIDOR SUMPS

All low points in the utilidor shall have an automatic pumping system and high water alarm to prevent the utilidor from flooding if a pipe breaks or from infiltration per ADEC

18 AAC 80.

Sumps shall discharge into the sanitary sewer system. Surface discharge is not permitted.

Sump pumps shall have ON/OFF/Auto pump control, high-level alarm, and thermal protection. Provide exterior high water alarm system with remote red warning strobe with wire guard and alarm horn mounted above grade adjacent to the manhole; see Electrical Design Criteria. Pumps shall discharge to sanitary sewer main. Provide pumps to match existing sump pumps used system wide.

On sump pump discharge line install (1) one check valve where discharge is to a gravity sewer. Install (2) two check valves in series where discharge is to a force main or gravity sewer. Check valves for sump discharge line shall conform to the requirements of MSS SP-80. Valves shall be Class 300, bronze body, with threaded connections.

3.4.17 PIPE SYSTEM APPERTENANCES

The Contractor shall submit design calculations showing the adequacy of the pipe support system which shall be as recommended by the pipe manufacturer. Supports shall be slotted to prevent the accumulation of liquid where water lines and sewer lines are placed on the same support. Hangers, inserts, and supports shall be adequate to support the fully charged pipe in service. The maximum spacing between pipe supports for straight runs shall be as recommended by the pipe and/or coupling manufacturer. Pipe support spacing shall not exceed 5 feet apart at heavy fittings and valves. Pipe shall be supported at each coupling and multiple fittings. Supports shall not exceed 1-ft from each change of direction in piping. No hangers or supports shall be suspended from top of manhole or utilidor lids. The connection between the utilidor water or fire lines and the interior building water or sprinkler piping, and all bends, Section 01 10 00 Page 28 of 143 plugs, and tees shall be installed and restrained against thrust in accordance with

NFPA 24.

Sewer supports shall be concrete saddles secured to the floor whenever possible.

Heating water piping supports for piping on utilidor piping support racks shall be roller chair or adjustable pipe roller type with cast iron rollers, steel roll rods, steel chair, and bolts. Provide insulation protection shields and saddles to protect piping insulation and allow longitudinal pipe movement.

Pipe support racks in accessible utilidor shall be designed to maximize clear passage.

Where two support systems occur, stagger vertical supports to maximize passage width.

To avoid the highly corrosive environment near utilidor floors, pipe support systems shall be designed to avoid, whenever possible, columns supported by base plates attached to the floor.

Support for expansion joints must locate the blowdown on the bottom of the pipe and allow unimpeded blowdown operation.

Design for all pipe support systems, including sanitary sewer, shall include anchors for seismic loading.

For steam and condensate wall anchors, the bolts shall extend all the way through the wall. Anchors shall consist of welded steel plates, channels, and wide flange sections.

Channel sections that extend between concrete walls with steel base plates bolted to the wall are acceptable. Likewise, channel sections extending between floor and ceiling in a manhole chamber, bolted in place with steel base plates, are acceptable.

Install bottom plate on a concrete housekeeping slab at least 4 inches above the floor and provide corrosion protection.

All anchor bolts within 18 inches of utilidor floor shall be stainless steel. Floor anchors shall be cast-in-place concrete.

Where possible, all pipe to support contact shall be shielded by a graphite or polytetrafluoroethylene (PTFE), also referred to as Teflon, slide plate and/or cradle.

Hangers and supports shall not be suspended from utilidor or manhole roofs. Pipe shall be secured to each horizontal support in utilidors to limit side-to-side and vertical movement; axial movement shall not be restrained in this manner. Metal supports in utilidors and manholes that are in contact with the floor shall be adequately protected against corrosion.

Plugs, caps, tees, and bends on all waterlines 4-inches in diameter and larger, and on all fire hydrants, shall be provided with concrete or structural steel thrust restraint blocking, anchors or metal tie rods, and clamps or lugs as required by the NFPA.

Valves shall be securely anchored or shall be provided with thrust blocking to prevent movement. Blocking shall be placed between a solid surface and the hydrant, valve, or fitting to be anchored. Blocking shall be placed so that the fitting joints will be accessible for repair. The connection between the utilidor water or fire lines and the interior building water or sprinkler piping, and all bends, plugs, and tees on fire

Section 01 10 00 Page 29 of 143 protection lines shall be installed and restrained against thrust in accordance with NFPA 24. Steel rod, clamps, and other restraint devices shall be protected against corrosion.

Provide a flag on spring steel to locate hydrants in the wintertime. Coordinate with the local base for flag requirements. Hydrants shall be color coded in accordance with NFPA 291. Paint shall be highly reflective and durable.

3.4.18 CORROSION PROTECTION

All steel shall be corrosion protected except as noted. Steel support system including columns, beams, and connector fittings shall be supplied by the manufacturer with hot-dip galvanizing, per ASTM A123. Repair damaged hot-dipped galvanizing per ASTM A780 with cold galvanizing compounds as manufactured by ZRC Products or approved equal. Shop fabricated steel shall be galvanized following SSPC-CS 23.00, Specification for the Application of Thermal Spray Coatings (Metallizing)of Aluminum, Zinc, Their Alloys, and Composites for the Corrosion Protection of Steel. Blast clean and profile surface to SSPC-SP10 prior to applying a 6 to 12 mil thickness of zinc. An exception is steel surfaces that will require attachments welded in the field shall not be galvanized or painted. Provide sufficient surface area for field welding attachments.

In addition, all steel except stainless steel within 18 inches of the utilidor floor shall be coated with 8 to 10 mils dry thickness of coal tar epoxy. The coal tar epoxy coating shall be a self-priming, heavy duty, cold-applied, water resistant epoxy coating made from pitch derived from suitable tars, selected solvents, mineral fillers and special additives. The coal tar coating shall meet US Army Corps of Engineers C-200 polyamide-cured coal tar epoxy formulation. C-200(a) is not acceptable. Prior to application of coal tar epoxy, non-galvanized steel surfaces shall be blast cleaned per SSPC-SP6. Prior to coal tar epoxy application, thermal spray galvanized steel surfaces shall be cleaned of all grease and dirt per SSPC-SP1. Prior to application of coal tar epoxy, hot dipped and factory galvanized steel surfaces shall be prepared under shop conditions in a two step process. First the surface is cleaned from all grease and dirt per SSPC-SP1. The second step is a wash primer treatment, ASTM D6386, to neutralize surface oxides and hydroxides and etch the surface. For drying time prior to applying coal tar epoxy, follow the wash primer manufacturer's instructions. A typical wash primer is Heresite P-750 Wash Primer.

Primer and paint shall be suitable for the substrate (e.g. steel), and service temperature and high humidity found in the utilidor. Sheet metal shall be cleaned in accordance with SSPC SP 1 prior to painting. Apply paint in accordance with SSPC

PA 1.

3.4.19 NEW UTILIDOR

Construct and design new manholes and utilidor per Eielson Utilidor Design Guide, within Eielson Design Guides.

To minimize the potential for dewatering during construction the Contractor shall consider using a non-walkable utiliduct where possible. A walkable utilidor will not be required beneath the paved areas of the R-11 Fuel Shelter approaches and drives.

Section 01 10 00 Page 43 of 143

3.6 STRUCTURAL REQUIREMENTS

3.6.1 CRITERIA, CODES AND STANDARDS

See Article 6.0 Applicable Criteria. Note that UFC’s and National Codes govern over Eielson Design Guides.

3.6.2 GENERAL DESCRIPTION: FUNCTIONAL AND PERFORMANCE

The R-11 Fuel Truck Shelter building is a one-story warming garage for six refueling trucks, each containing 6,000 gallons of JP-8 fuel.

The concrete floor of the building shall be a reinforced 8-inch thick concrete slab, or as required to adequately resist the wheel loads from the fully loaded R-11 trucks for 100,000 passes. Truck weights are identified in 3.6.3.3.

A. Slab reinforcing shall be a minimum of 0.06% of the slab cross sectional area in both directions.

B. Slab reinforcing shall not be welded wire fabric or fiber reinforcing.

C. Finished floor at all door thresholds shall be ½-inch above the apron elevation at overhead doors, ¼-inch above apron at man-doors and 8-inches above adjacent grade.

D. Slope of the floor slab shall not exceed 0.5% at any point.

E. Floor slab shall slope to interior drains. Floor slab shall not drain onto aprons. Floor slab shall be provided to restrict the spread of fuel in order to reduce fire and explosion hazards from fuel spillage.

F. The radiant floor slab tubing shall be located per the Heating, Ventilation, and Air Conditioning Narrative.

G. A 4-inch compacted layer of dry granular material and a 15-mil vapor barrier shall be provided below slab on grade.

1) Dry granular material is defined as "a clean, fine graded material with at 10%- 30% of particles passing a No. 100 sieve with no clay, silt or organic material.

Material shall have a uniform distribution ranging from No. 4 to No. 200 sieve."

H. Two-inches of high-density (100 psi minimum compressive strength at yield or 10% deformation per ASTM C578) rigid insulation shall be provided below AM#4…or above …AM#4 the vapor barrier and shall be sufficient to support the design loads for 100,000 passes of the design vehicle.

I. Do not air-entrain concrete to receive a hard-troweled finish.

J. Protect interior slab-on-grade from freeze-thaw until construction is complete.

K. Do not use spray-on curing compounds.

Section 01 10 00 Page 44 of 143

L. Slab reinforcing shall be broken or reduced at anticipated contraction (crack control) joint locations joints. Contraction (crack control) joints shall be spaced no more than 12-feet on-center.

M. Provide smooth slab dowels or cast concrete key in all slab AM#4… construction …AM#4 joints to prevent curling.

N. The floor shall be covered with a slip-resistant, light color epoxy flooring.

O. Floor trenches or drains shall be covered with a hot-dip galvanized floor grate capable of resisting the wheel load of the R-11 and HS-20 vehicles.

The foundation at the perimeter of the building shall either be a Frost-Protected Shallow Foundation (FPSF); or a concrete or CMU frost wall foundation that is founded on a concrete strip footing at least 5-feet below finished grade. Due to the Project location, the prescriptive limits of a FPSF design per ASCE 32-01 cannot be satisfied. Therefore any FPSF design shall be designed and described in the Foundation Design Analysis (FDA) as directed by the Contractor’s geotechnical engineer. Exterior rigid insulation shall be provided from the top of the footing (or bottom of the grade beam) to the underside of the apron slab or finished floor, or as otherwise required by the FDA.

A. Interior columns are not anticipated, but if provided, shall comply with the following:

1) Column foundations shall be enlarged square or rectangular concrete footings.

At the perimeter of the building, they shall be cast integrally with or below the perimeter wall foundation.

2) The top of the interior footings shall be located 6-inches below the bottom of the interior slab.

3) A pilaster shall be provided between the top of the footing and the column base plate. Provide a 3/4-inch to 1.5-inch grout leveling pad between the top of the pilaster and the underside of the steel column base plate.

Exterior walls shall be:

A. 8-inch thick CMU (or precast/cast-in place concrete) around the entire building. A thinner CMU base, split face, color to match Eielson Architectural Design Guide, shall be provided to minimum 2-feet, 8-inch above finished floor on the exterior walls for durability. The wainscot is not required on the narrow pier between two adjacent overhead doors.

Wall finish in the mechanical room shall be CMU (or precast/cast-in place concrete) on all four sides.

Wall height to roof/ceiling structure shall be sufficient to provide an interior ceiling height of at least 14-feet.

Section 01 10 00 Page 45 of 143

All permanent, fixed portions of structure, including roof overhangs, lights, exhaust or intake hoods, bollards, etc. shall be held back 200-ft from the centerline of the adjacent taxiway.

The roof structure shall not be dead-flat; it shall be sloped to match slope of roof.

Provide either a:

A. Sloped roof (between 3.5:12 and 5:12); or

B. Low-sloped roof with 1/2:12 slope.

Cold-Formed steel members and metal deck shall be galvanized G90.

All construction shall be non-combustible.

Locate all mechanical equipment that will need service (filter replacement, etc.) such that it is accessible via man-lift or portable ladder. No catwalks or maintenance platforms are necessary unless required by other UFC or manufacturer requirements.

Utilidors shall be designed in accordance with Eielson AFB Utilidor Design Guide.

Shorter “Utiliduct” may be used for all locations on this project (1’-6” clear vertically, 5’-0” clear horizontally). Top of “Utiliduct” lid may be located at or just below grade.

Precast and cast-in-place concrete construction are both acceptable. Pipe anchors shall be cast-in-place for either option. No foam insulation (sprayed or board) is to be used on the inside of the utilidors; use on exterior is approved. Utilidor shall be consistently sloped to allow water to drain to collection points. Soil modification at utilidors shall be per Contractor’s approved FDA.

A 6-foot by 6-foot (minimum inside plan dimensions) utilidor pit shall be provided in the MEPF room. The depth of the utilidor pit shall match the attached utilidor.

Architectural, mechanical and electrical equipment shall be braced against seismic loads. All equipment is Non-Mission Critical (NMC) per UFC 3-310-04, section 4-13.2.

3.6.3 DESIGN LOADS

Latitude and Longitude: 64.6489N / 147.0534W

Building Risk Category: II

Vehicle Load

A. R11-6000 Fuel Truck, GVW Full = 67,160lbs, Each Rear Axle = 32,000 lbs; 100,000 passes over life of building

B. HS-20, GVW =72,000 lbs, Each Rear Axle = 32,000 lbs; 100,000 passes over life of building

Snow Load

A. Ground Snow Load = 70 psf

Section 01 10 00 Page 46 of 143

B. Importance Factor = 1.0

C. Minimum Flat Roof Snow Load = 50 psf

D. No sloped roof snow load reduction is allowed; snow shall not be allowed to slide off of a sloped roof.

E. Drifting snow load shall be per ASCE 7-10 on canopies, parapets and other roof top projections.

F. Unbalanced snow load shall be per ASCE 7-10.

Wind Load

A. Basic Wind Speed per ASCE 7-10, 3 second gust, LRFD = 110 mph

B. Exposure C

C. Enclosure Classification: Partially Enclosed

Seismic Load

A. Site Class: To be determined by Contractor’s Geotechnical Engineer and reported in FDA. See Civil, 3.5.4 GEOTECHNICAL for additional information.

B. Basis of Design = Site Class D after ground improvement

C. Importance Factor = 1.0

D. Seismic Design Category = D

E. Spectral Accelerations

1) SS = 0.964g

2) S1 = 0.376g

3) SDS = 0.716g

4) SD1 = 0.413g

F. Seismic Mass = 100% of building mass plus 20% of the flat roof snow load

G. PGA = 0.44g

Thermal Characteristics

A. Air Freezing Index (F100) = 6500 °F days

B. Mean Annual Temperature = 24.2 °F

Deflection Limitations

A. Roof Members = L/240, 1-inch maximum

Section 01 10 00 Page 47 of 143

B. Wall Members = L/240

Utilidor/Utiliduct Loads

A. Lateral Earth Pressure = Per Contractor’s FDA

B. Seismic Lateral Earth Pressure = Per Contractor’s FDA

C. Vertical Load = Per Design Vehicle

D. Overburden = As required for Utilidor/Utiliduct layout

3.6.4 STRUCTURAL MATERIALS

Concrete

A. Minimum Compressive Strength (f’c) = 4000 psi; Normal Weight

B. Precast Concrete, Minimum Compressive Strength (f’c) = 5000 psi, Normal Weight

CMU:

A. ASTM C90

B. f’m, minimum = 1500 psi

C. Mortar = Type S

D. Sealer = Siloxane penetrating sealer on exterior CMU and veneer.

E. Water Repellant = BASF Rheopel, Grace Dry-Block II or approved equivalent on CMU and mortar for exterior CMU and veneer.

F. For exterior walls, crack control joints shall be per NCMA TEK 10-01A and NCMA

TEK 10-03.

G. Steel diaphragm edge angles shall be broken across crack control joints.

H. Take measures to prevent efflorescence on exterior walls. If solid split-faced veneer CMU is available, they are preferred.

Rebar:

A. ASTM A615

B. Fy, minimum = 60 ksi

Structural Steel:

A. ASTM A992

Section 01 10 00 Page 48 of 143

B. Fy, minimum = 50 ksi

C. Weathering steel shall not be used

D. Grating shall be Hot Dip Galvanized

E. Primary and Secondary Steel shall be prime painted

F. Anchor rods shall be zinc plated

Tube Steel:

A. ASTM A500, Grade C

B. Fy, minimum = 46 ksi

Miscellaneous Steel

A. ASTM A36

B. Fy, minimum = 36 ksi

3.6.5 ANTITERRORISM FORCE PROTECTION (AT&FP) AND PROGRESSIVE

COLLAPSE

Classification: Low Occupancy Building within a Controlled Perimeter (fewer than 11 DoD occupants)

Level of Protection Required: None

Minimum standoff distance using conventional construction standoff distances per Tables B-1 and B-2 of UFC 4-010-01: None required.

Glazed openings jambs shall be reinforced per Standard 10 of UFC 4-010-01.

Glazing within glazed openings shall be laminated per Standard 10 of UFC 4-010-01.

Door jambs shall be reinforced per Standard 12 of UFC 4-010-01.

Preventing Progressive Collapse Requirements (UFC 4-023-03): No sections apply since structure is less than 3-stories tall.

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 16.00 29

DESIGN AFTER AWARD

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Fast Tracking

1.1.2 INTEGRATED DESIGN

1.1.3 DESIGNER OF RECORD

1.2 REFERENCES

1.3 SUBMITTALS

1.4 SUBMITTALS FOR DESIGN QUALITY CONTROL PLAN

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 PRE-WORK ACTIVITIES & CONFERENCES

3.1.1 Design Quality Control Plan

3.1.2 Post Award Conference

3.1.3 Initial Design Conference

3.1.4 Design Schedule

3.1.5 Partnering & Project Progress Processes

3.1.6 Pre-Construction Conference

3.2 STAGES OF DESIGN SUBMITTALS AND OVER THE SHOULDER PROGRESS REVIEWS

3.2.1 Site/Utilities

3.2.2 Interim Design Submittals

3.2.3 Over-the-Shoulder Progress Reviews

3.2.4 Final Design Submissions

3.2.5 Design Complete Submittals

3.2.6 Holiday Periods for Government Review or Actions

3.2.7 Late Submittals and Reviews

3.3 DESIGN CONFIGURATION MANAGEMENT

3.3.1 Procedures

3.3.2 Tracking Design Review Comments

3.3.3 Design and Code Checklists

3.4 INTERIM DESIGN REVIEWS AND CONFERENCES

3.4.1 General

3.4.2 Procedures

3.4.3 Conference Documentation

3.5 INTERIM DESIGN REQUIREMENTS

3.5.1 Drawings

3.5.2 Design Analyses

3.5.3 Engineering Considerations and Instructions Report (ECI)

3.5.4 Geotechnical Investigations and Reports:

3.5.5 Third Party Certification

3.5.6 Federal HPSB Compliance and Reporting

3.5.7 Energy Conservation:

Section 01 33 16.00 29 Page 1

3.5.8 Specifications

3.5.9 Building Rendering

3.5.10 Interim Building Design Contents

3.5.11 AM#4...DELETED TEXT...AM#4

3.6 FINAL DESIGN REVIEWS AND CONFERENCES

3.7 FINAL DESIGN REQUIREMENTS

3.7.1 Drawings

3.7.2 Design Analyses

3.7.3 Specifications

3.7.4 Submittal Register

3.7.5 Preparation of DD Form 1354 (Transfer of Real Property)

3.7.6 Spill Plan Amendments

3.7.7 Acceptance and Release for Construction

3.8 DESIGN COMPLETE CONSTRUCTION DOCUMENT REQUIREMENTS

3.9 SUBMITTAL DISTRIBUTION, MEDIA AND QUANTITIES

3.9.1 Submittal Distribution and Quantities

3.9.2 Electronic Design Submittals

3.9.3 Mailing of Design Submittals

3.10 AS-BUILT DOCUMENTS

3.11 ATTACHMENTS

-- End of Section Table of Contents --

Section 01 33 16.00 29 Page 2

SECTION 01 33 16.00 29

DESIGN AFTER AWARD

PART 1 GENERAL

1.1 SUMMARY

The information contained in this section applies to the design required after award. After award, the Contractor will develop the accepted proposal into the completed design, as described herein.

1.1.1 Fast Tracking

The Contractor may elect to fast track the design and construction that is, proceed with construction of parts of the sitework and facilities prior to completion of the overall design. To facilitate fast tracking, the Contractor may elect to divide the design into no more than six (6) design packages per major facility type and no more than three

(3) design packages for site and associated work. Designate how it will package the design, consistent with its overall plan for permitting (where applicable) and construction of the project. See Sections 01 33 00 SUBMITTAL PROCEDURES and 01 32 01.00 10 PROJECT SCHEDULE for requirements for identifying and scheduling the design packaging plan in the submittal register and project schedule. See also Sections 01 10 00 STATEMENT OF WORK and 01 57 20.01 29 ENVIRONMENTAL PROTECTION for any specified permit requirements. If early procurement of long-lead item construction materials or installed equipment, prior to completion of the associated design package, is necessary to facilitate the project schedule, also identify those long-lead items and how it will assure design integrity of the associated design package to meet the contract requirements (The Contract consists of the Solicitation requirements and the accepted proposal). Once the Government is satisfied that the long-lead items meet the contract requirements, the Contracting Officer will allow the Contractor to procure the items at its own risk.

If the contractor elects to divide the design into design packages, the divided design package content shall remain consistent from the Interim submittal through the Design Complete submittal. It is not acceptable to reconfigure design packages after initial submittal to the Government for review. Divided design packages shall not be combined with each other except for the Consolidated Design Complete package to be submitted 30 days following the Final Design Review Conference for the last design package.

Energy Conservation Design Analysis (including calculations and computer modeling inputs/outputs) shall be provided with the design packages containing the building envelope, mechanical systems and electrical systems.

The Contractor may proceed with the construction work included in a separate design package after the Government has reviewed the final (100%) design submission for that package, review comments have been addressed and resolved to the Government's satisfaction and the Contracting Officer (or the Administrative Contracting Officer) has agreed that the design package may be released for construction. The Government and the

Section 01 33 16.00 29 Page 3

Contractor shall use the DrChecks Design Review and Checking System to initiate, respond to, resolve and track Government design compliance review comments.

1.1.2 INTEGRATED DESIGN

To the maximum extent permitted for this project, use a collaborative, integrated design process for all stages of project delivery with comprehensive performance goals for siting, energy, water, materials and indoor environmental quality and ensures incorporation of these goals. Consider all stages of the building lifecycle, including deconstruction.

1.1.3 DESIGNER OF RECORD

Identify, for approval, the Designer of Record ("DOR") that will be responsible for each area of design. One DOR may be responsible for more than one area. Listed, Professional Registered, DOR(s) shall account for all areas of design disciplines. The DOR's shall stamp, sign, and date each design drawing and other design deliverables under their responsible discipline at each design submittal stage (see contract clause Registration of Designers). If the deliverables are not ready for release for construction, identify them as "preliminary" or "not for release for construction" or by using some other appropriate designation. The DOR(s) shall also be responsible for maintaining the integrity of the design and for compliance with the contract requirements through construction and documentation of the as-built condition by coordination, review and approval of extensions of design, material, equipment and other construction submittals, review and approval or disapproval of requested deviations to the accepted design or to the contract, coordination with the Government of the above activities, and by performing other typical professional designer responsibilities.

The Designers of Record shall be licensed in the State of Alaska or shall have at least 5 years of design experience in Climate Zone 8 as defined by ANSI/ASHRAE Standard 169 climate zone map for the United States. The Geotechnical Engineer of record may be a licensed Civil Engineer with a minimum of 5 years design experience in geotechnical engineering in the previously identified climate zone.

Designers of Record shall be present at review conferences.

1.2 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.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI/ASHRAE Standard 169 climate zone map for the United States

ASHRAE 90.1 (2016) Energy Standard for Buildings Except Low-Rise Residential Buildings

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-200-02 (2013, with Change 3) High Performance and Sustainable Building Requirements

Section 01 33 16.00 29 Page 4

UFC 4-010-01 (2012; with Change 1) DoD Minimum Antiterrorism Standards for Buildings

UFC 4-023-03 (2009; with Change 2) Design of Buildings to Resist Progressive Collapse

1.3 SUBMITTALS

Each submittal includes an associated approval level designation as defined in the following table:

Approval Level Designation

Definition

G Government approval no designation for information only

D Designer of Record approval

C Government Conformance Review of Design

R Designer of Record Approval and Government Conformance Review

A Designer of Record Approval and Government Approval

S inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING

When used, a designation following the approval level 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-01 Preconstruction Submittals

Design Schedule;

Design Quality Control Plan; G

Submittal Register; G

SD-05 Design Data

Interim Design Submittals; R

Final Design Submittals; R

Design Complete Submittals; C

SD-11 Closeout Submittals

DD Form 1354; A

1.4 SUBMITTALS FOR DESIGN QUALITY CONTROL PLAN

Develop and utilize appropriate discipline-specific checklists during the

Section 01 33 16.00 29 Page 5 design and quality control of each submittal. Submit these completed checklists with each design submittal, as applicable, as part of the project documentation. DQC plans will be submitted to the Alaska Engineering District Design Branch for review.

PART 2 PRODUCTS

Not Applicable

PART 3 EXECUTION

3.1 PRE-WORK ACTIVITIES & CONFERENCES

3.1.1 Design Quality Control Plan

Submit for Government acceptance, a Design Quality Control Plan in accordance with Section 01 45 04.00 29 CONTRACTOR QUALITY CONTROL before design may proceed.

Government acceptance of the Contractor's plan is required prior to the start of design and construction. Acceptance is conditional and will be predicated on satisfactory performance during the design and construction.

The Government reserves the right to require the Contractor to make changes in his CQC Plan and operations including removal of personnel, as necessary, to obtain the quality specified.

The Contractor shall ensure that all design documents submitted after award, including all drawings and calculations, are reviewed by a competent engineer/architect in each required discipline who is independent from and not associated with the design. The independent reviewer may or may not be a member of the organization having done the original design.

A copy of all review comments from the Independent Technical Reviewer, with Designer of Record's notations of action taken, shall be submitted with each design submittal.

3.1.2 Post Award Conference

The government will conduct a post award contract administration conference at the project site, as soon as possible after contract award.

This will be coordinated with issuance of the contract notice to proceed (NTP). The Contractor and major sub-contractor representatives shall participate. Government representatives will include USACE project delivery team members, facility users, facility command representatives, and installation representatives. The Government will provide a meeting place, and meeting time to participants prior to the meeting.

The post award conference shall include determination and introduction of contact persons, their authorities, contract administration requirements, discussion of expected project progress processes, and coordination of subsequent meetings for quality control (see Section 01 45 04.00 29 CONTRACTOR QUALITY CONTROL), and the initial design conference (see below).

The government will introduce Government project delivery team members, facility users, facility command representatives, and installation representatives. The DB Contractor shall introduce designers, major subcontractors, and other needed staff. Expectations and duties of each person shall be defined for all participants. A meeting roster shall be

Section 01 33 16.00 29 Page 6 developed and distributed by the government with complete contact information including name, office, project role, phone, mailing and physical address, and email address.

3.1.3 Initial Design Conference

The initial design conference may be scheduled and conducted in conjunction with the post award conference. Any design work conducted after award and prior to this conference should be limited to site and is discouraged for other items. All Designers of Record shall participate in the conference.

The purpose of the meeting is to introduce everyone, present the final accepted design to stakeholders and to make sure any needs the contractor has are assigned and due dates established as well as who will get the information. See also Attachment F, Building Information Modeling Requirements for discussion concerning the BIM Implementation Plan demonstration at this meeting. The DB Contractor shall conduct the initial design conference.

3.1.4 Design Schedule

One week prior to the post award conference, provide the design schedule for Government review and concurrence. Design schedule shall be complete and include all document submittal dates, review periods and review conferences. Additionally, present the design schedule at the post award conference.

Changes to the Government concurred design schedule requires a minimum of two weeks notice prior to the document submittal date. Design Schedule shall be in a simple table format to include design submittal date, review period start/end date, review conference date. Schedule shall clearly identify the number of packages (i.e. site/utilities, etc.) being proposed withit assoiated dates and shall clearly identify each stage (i.e. interim, final, design complete). or example:

Submit Review period *Review Conference

Site Utilities

Interim XX Date XX-Date-XX Date XX Date

Final XX Date XX-Date-XX Date XX Date

Design Complete

XX Date XX-Date-XX Date XX Date

* Allow a minimum of 3 days between end of review period to review conference for DrChecks comments to be evaluated.

3.1.5 Partnering & Project Progress Processes

The initial Partnering conference may be scheduled and conducted at any time with or following the post award conference. The Government proposes to form a partnership with the DB Contractor to develop a cohesive building team. This partnership will involve the COE project delivery team members, facility users, facility command representatives, installation representatives, Designers of Record, major subcontractors, contractor quality control staff, and contractor construction management staff. This partnership will strive to develop a cooperative management team drawing on

Section 01 33 16.00 29 Page 7 the strengths of each team member in an effort to achieve a quality project within budget and on schedule. This partnership will be bilateral in membership and participation will be totally voluntary. All costs, excluding labor and travel expenses, shall be shared equally between the Government and the Contractor. The Contractor and Government shall be responsible for their own labor and travel costs. Normally, partnering meetings will be held at or in the vicinity of the project installation.

As part of the partnering process, the Government and Contractor shall develop, establish, and agree to comprehensive design development processes including conduct of conferences, expectations of design development at conferences, fast-tracking, design acceptance, Structural Interior Design (SID)/ Furniture, Fixtures & Equipment (FF&E) design approval, project closeout, etc. The government will explain contract requirements and the DB Contractor shall review their proposed project schedule and suggest ways to streamline processes.

3.1.6 Pre-Construction Conference

Before starting construction activities, the Contractor and Government will jointly conduct a pre- construction administrative conference to discuss any outstanding requirements and to review local installation requirements for start of construction. It is possible there will be multiple Pre-Construction Conferences based on the content of the design packages selected by the Contractor. The Government will provide minutes of this meeting to all participants.

3.2 STAGES OF DESIGN SUBMITTALS AND OVER THE SHOULDER PROGRESS REVIEWS

The stages of design submittals described below define Government expectations with respect to process and content. The Contractor shall determine how to best plan and execute the design and review process for this project, within the parameters listed below. As a minimum, the Government expects to see at least one interim design submittal, at least one final design submittal before construction of a design package may proceed and at least one Design Complete submittal that documents the accepted design. The Contractor may sub-divide the design into separate packages for each stage of design and may proceed with construction of a package after the Government accepts the final design for that package. See discussion on waivers to submission of one or more intermediate design packages where the parties partner during the design process. See also Attachment F, BUILDING INFORMATION MODELING REQUIREMENTS for discussion concerning BIM and the various stages of design submittals and over-the-shoulder progress reviews. Design Submittal content shall include the items identified in Attachment G, Design Submittal Directory and Subdirectory File Arrangement.

Design submittals shall be submitted under a 4025 and must follow the requirements in Section 01 33 00.

Each design submittal shall clearly identify upfront proposed deviations, if any, from the RFP and/or the final accepted proposal. For proposed deviations, the submittal shall identify the paragraph reference in the RFP and/or Final Accepted Proposal and shall include the reason for the proposed deviation. Any deviation not clearly identified upfront with the 4025 and that are inadvertently accepted by the Government are subject to rejection.

Section 01 33 16.00 29 Page 8

3.2.1 Site/Utilities

To facilitate fast-track design-construction activities the contractor may submit a final (100%) site and utility design as the first design submittal or it may elect to submit interim and final site and utility design submittals as explained below. Following review, resolution, and incorporation of all Government comments, and submittal of a satisfactory set of site/utility design documents, after completing all other pre-construction requirements in this contract and after the pre-construction meeting, the Government will allow the Contractor to proceed with site development activities, including demolition where applicable, within the parameters set forth in the accepted design submittal. For the first site and utility design submission, whether an interim or final, the submittal review, comment, and resolution times from this specification apply, except that the Contractor shall allow the Government a 21 calendar day review period, exclusive of mailing time. No on-site construction activities shall begin prior to written Government clearance to proceed.

3.2.2 Interim Design Submittals

The Contractor may submit either a single interim design for review, representing a complete package with all design disciplines, or split the interim design into smaller, individual design packages as it deems necessary for fast-track construction purposes. As required in Section 01 32 01.00 10 PROJECT SCHEDULE, the Contractor shall schedule its design and construction packaging plan to meet the contract completion period.

This submission is the Government's primary opportunity to review the design for conformance to the solicitation and to the accepted contract proposal and to the Building Codes at a point where required revisions may be still made, while minimizing lost design effort to keep the design on track with the contract requirements. The requirements for the interim design review submittals and review conferences are described hereinafter.

This is not necessarily a hold point for the design process; the Contractor may designate the interim design submittal(s) as a snapshot and proceed with design development at its own risk. See below for a waiver, where the parties establish an effective over-the-shoulder progress review procedure through the partnering process that would eliminate the need for or expedite a formal intermediate design review on one or more individual design packages.

3.2.3 Over-the-Shoulder Progress Reviews

To facilitate a streamlined design-build process, the Government and the Contractor may agree to one- on-one reviewer or small group reviews, electronically, on-line (if available within the Contractor's standard design practices) or at the Contractor's design offices or other agreed location, when practicable to the parties. The Government and Contractor will coordinate such reviews to minimize or eliminate disruptions to the design process. Any data required for these reviews shall normally be provided in electronic format, rather than in hard copy. If the Government and Contractor establish and implement an effective, mutually agreeable partnering procedure for regular (e.g., weekly) over-the shoulder review procedures that allow the Government reviewers the opportunity to keep fully informed of the progress, contents, design intent, design documentation, etc.