Amendment_4_package.pdf

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: CLR043, Fire Station, Clear Air Force Station, Alaska

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

b. PHASE II PROPOSAL DUE DATE HAS NOT BEEN EXTENDED. Proposals shall be submitted in accordance w ith Section 00 21 00, Para 1.10, Proposal Submittals.

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

1. CONTRACT ID CODE PAGE OF PAGES

1 86

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

16C. DATE SIGNED

BY 15-Feb-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 W911KB18R0018

X 9B. DATED (SEE ITEM 11)

29-Nov-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

15-Feb-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 00 22 20 – PHASE 2 DESIGN-BUILD SELECTION PROCEDURES AND BASIS

FOR AWARD

- Revised paragraphs 5.2.1.3(d) & (e)

SECTION 01 10 00 – STATEMENT OF WORK

- Revised paragraphs 2.2.21, 2.4.5.m, 2.5.3 C, 2.5.3 D 13 c, 2.5.3 J 1, 2.5.3 J 2

SECTION 01 19 30.00 29 – SPECIAL ITEMS

- Revised paragraph 1.9

Appendix H – Entire Appendix re-issued for inclusion of: Page 14 of 20 – Existing Aboveground Utilidor as-built drawing & 19-20 of 20 – New photo pages of Frank Road Rolling Gate

Appendix I – Entire Appendix re-issued for inclusion of: Pages 10-15 – New photo pages of Building 201 Telecomm Server Room.

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

SECTION 00 73 46 – WAGE DETERMINATIONS

- Replaced with AK1, dated 02/09/2018

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.

Section 00 22 20 W911KB18R0018

CLR043

(d) At least one building section demonstrating typical exterior wall sections, typical exterior construction materials, finished floor elevations, and ceiling heights.

NOTE: The Government will use this information to evaluate functional and aesthetic considerations, such as floor to ceiling heights and may use it to help evaluate exterior aesthetics and appearance. The Government may also use this information in conjunction with the submission information under the subfactor: QUALITY OF BUILDING SYSTEMS AND MATERIALS below, to evaluate quality of wall finishes as well as to look at how the proposer has considered air barrier.

(e) Schematic floor plans for facility. Floor plans shall show furnishings, equipment, and other specifically identified items.

(f) Offerors shall include one presentation drawing showing entire/overall floor plan of the fire station on one sheet.

5.2.1.2. Color Board

Provide a color board including primary interior and exterior finish materials. Format shall be in accordance with Section 01 33 16.00 29, Structural Interior Design (SID) Requirements

5.2.1.3. Technical Approach Narrative

Provide technical approach narrative defining the elements of the proposal. This narrative shall be no longer than five

(5) typewritten pages. The page limit does not include the space and facility tables.

(a) Building Functional Arrangement. Describe the spaces provided for the administrative areas and secure areas/controlled areas, and how the planning and design of the spaces accommodates Airman working conditions and the operations of the facility. Preface the narrative with a design concepts narrative, providing the design rationale and basis of the proposal.

(b) Building Aesthetics. Describe the architectural themes of the various facilities and spaces which demonstrate how the proposal achieves the results desired by the Statement of Work. Narrative should address how the selection of materials and colors enhances the exterior and interior aesthetics of the facilities and improves the living and/or working conditions for the Airman populations who will utilize the facilities. This narrative is not intended to be a material listing, but to explain/reflect how the selections were made and how they address the requirements.

(c) Minimum Space and Facility Size. Provide a tabulation of the net square footage for rooms, zones, or other areas, the total gross square footage for each floor of each facility, and the total gross square footage for each facility to clearly demonstrate compliance with the project requirements. See the sample spreadsheets in Attachments 6 and 7 at the end of this section.

(d) Schematic floor plans for the facility showing furnishings, equipment, and other specifically identified items.

AM#04

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Section 00 22 20 W911KB18R0018

(e) Offerors shall include one presentation drawing showing the entire/overall floor plan of the facility on one sheet.

5.2.2. Evaluation Criteria:

The following three elements are equal in importance (not rated separately).

5.2.2.1. Building Functional Arrangement: This element considers the overall functional layout (Floor Plan) and interaction of the spaces in the facilities as well. This element considers the planning and design of the spaces with respect to Airman working conditions and the operations of the facility.

The following criteria will be considered in the evaluation of the functional arrangement of the various facilities:

How well the floor plan responds to the Functional Relationship requirements described in the Statement of Work

(a) How well the floor plan and space arrangement facilitate work flow and access necessary to successfully operate this facility in accordance with its mission.

(b) Do the facilities provide acceptable life safety and fire safety measures?

(c) Do the proposed plans demonstrate compliance with the mandatory requirements for circulation, furnishings, equipment, and other specifically identified items in the Statement of Work?

5.2.2.2. Building Aesthetics: This element considers the overall “appeal” of the facility and the desire that both the interior and exterior of the facilities present a professional, attractive appearance. The following two areas will be considered under this element and are equal in consideration (not separately rated):

(a) Exterior Considerations:

To the extent possible within the government identified contract cost limitation (CCL), the proposal must comply with the look and feel of the Installation architectural theme identified in the solicitation. The first priority in order of importance is how well the proposal provides comparable building mass, size, height, and configuration in comparison with the architectural theme expressed in Section 01 10 00. The second priority in order of importance is how well the proposal provides compatible exterior skin appearance based upon façade, architectural character (period or style), exterior detailing, matching the architectural theme expressed in the Solicitation.

• Proposals shall be evaluated on mass, size, height, and configuration in comparison with the architectural theme expressed in the Solicitation, design of facades, roof lines, delineation of entrances, proportions of fenestration in relation to elevations, shade and shadow effects, materials, textures, architectural character (period or style), exterior color schemes.

• How compatible is the proposed design with the installation architectural theme expressed in the solicitation? If not an exact "copy" of the theme, how well does it harmonize or blend with the expressed theme?

• How well does the proposal provide comparable building mass, size, height, and configuration in comparison with the architectural theme expressed in the Solicitation?

• How well does the proposal provide compatible exterior skin appearance based upon façade, architectural character (period or style), exterior detailing, matching the architectural theme expressed in the Solicitation?

AM#04

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Section 00 73 46 W911KB18R0018

General Decision Number: AK180001 02/09/2018 AK1

Superseded General Decision Number: AK20170001

State: Alaska

Construction Types: Building and Heavy

Counties: Alaska Statewide.

BUILDING AND HEAVY CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018 1 01/12/2018 2 02/09/2018

ASBE0097-001 01/01/2017

Rates Fringes

Asbestos Workers/Insulator (includes application of all insulating materials protective coverings, coatings and finishings to all types of mechanical systems).........................$ 38.68 20.07

HAZARDOUS MATERIAL HANDLER

(includes preparation, wetting, stripping, removal scrapping, vacuming, bagging, and disposing of all insulation materials, whether they contain asbestos or not, from mechanical systems).........$ 37.38 19.55

BOIL0502-002 08/01/2016

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BOILERMAKER......................$ 44.26 28.41

BRAK0001-002 07/01/2017

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Bricklayer, Blocklayer, Stonemason, Marble Mason, Tile Setter, Terrazzo Worker.....$ 40.81 19.19 Tile & Terrazzo Finisher.........$ 34.79 19.19

CARP1501-001 09/01/2016

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MILLWRIGHT.......................$ 36.74 22.99

CARP2520-003 09/01/2016

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Diver Stand-by....................$ 42.65 25.04 Tender......................$ 41.65 25.04 Working.....................$ 82.45 25.04 Piledriver Carpenter...................$ 38.34 25.04 Piledriver; Skiff Operator and Rigger..................$ 38.34 25.04 Sheet Stabber...............$ 38.34 25.04 Welder......................$ 43.90 25.04

DEPTH PAY PREMIUM FOR DIVERS BELOW WATER SURFACE:

50-100 feet $1.00 per foot 101 feet and deeper $2.00 per foot

ENCLOSURE PAY PREMIUM WITH NO VERTICAL ASCENT:

5-50 FEET $1.00 PER FOOT/DAY

51-100 FEET $2.00 PER FOOT/DAY

101 FEET AND ABOVE $3.00 PER FOOT/DAY

SATURATION DIVING:

The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.

CARP4059-001 09/01/2016

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CARPENTER

Carpenter...................$ 38.34 25.04 Lather/Drywall Applicator...$ 36.59 22.59

ELEC1547-004 04/01/2017

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CABLE SPLICER....................$ 39.82 3%+25.44

ELECTRICIAN......................$ 39.49 3%+25.69

ELEC1547-005 04/01/2017

Line Construction

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CABLE SPLICER....................$ 52.57 3%+30.81

Linemen (Including Equipment Operators, Technician)...........$ 50.52 3%+30.81 Powderman........................$ 48.52 3%+30.81

TREE TRIMMER.....................$ 35.84 3%+23.56

ELEV0019-002 01/01/2018

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ELEVATOR MECHANIC................$ 55.45 32.645+a+b

FOOTNOTE: a. Employer contributes 8% of the basic hourly rate for over 5 year's service and 6% of the basic hourly rate for 6 months to 5 years' of service as vacation paid credit. b. Eight paid holidays:

New Year's Day; Memorial Day; Independence Day;

Labor Day; Veteran's Day; Thanksgiving Day; Friday after Thanksgiving, and Christmas Day

ENGI0302-002 01/01/2017

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POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 40.28 22.65

GROUP 1A....................$ 42.04 22.65

GROUP 2.....................$ 39.51 22.65

GROUP 3.....................$ 38.79 22.65

GROUP 4.....................$ 32.58 22.65

TUNNEL WORK

GROUP 1....................$ 44.31 22.65

GROUP 1A...................$ 46.24 22.65

GROUP 2....................$ 43.46 22.65

GROUP 3....................$ 42.67 22.65

GROUP 4....................$ 35.84 22.65

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Asphalt Roller: Breakdown, Intermediate, and Finish; Back Filler; Barrier Machine (Zipper); Beltcrete with power pack and similar conveyors; Bending Machine;

Boat Coxwains; Bulldozers; Cableways, Highlines and Cablecars; Cleaning Machine; Coating Machine; Concrete Hydro Blaster; Cranes-45 tons and under or 150 foot boom and under (including jib and attachments): (a) Hydralifts or Transporters, all track or truck type,(b) Derricks;

Crushers; Deck Winches-Double Drum; Ditching or Trenching Machine (16 inch or over); Drilling Machines, core, cable, rotary and exploration; Finishing Machine Operator, Concrete Paving, Laser Screed, Sidewalk, Curb and Gutter Machine; Helicopters; Hover Craft, Flex Craft, Loadmaster, Air Cushion, All Terrain Vehicle, Rollagon, Bargecable, Nodwell, and Snow Cat; Hydro Ax: Feller Buncher and similar; Loaders (2 1/2 yards through 5 yards, including all attachments): Forklifts with telescopic boom and swing attachment, Overhead and front end, 2 1/2 yards through 5 yards, Loaders with forks or pipe clamps; Loaders, elevating belt type, Euclid and similar types; Mechanics, Bodyman; Micro Tunneling Machine; Mixers: Mobile type w/hoist combination; Motor Patrol Grader; Mucking Machines:

Mole, Tunnel Drill, Horizontal/Directional Drill Operator, and/or Shield; Operator on Dredges; Piledriver Engineers, L. B. Foster, Puller or similar Paving Breaker; Power Plant, Turbine Operator, 200 k.w. and over (power plants or combination of power units over 300 k.w.); Scrapers-through 40 yards; Service Oiler/Service Engineer; Sidebooms-under 45 tons; Shot Blast Machine; Shovels, Backhoes, Excavators with all attachments, and Gradealls (3 yards and under), Spreaders, Blaw Knox, Cedarapids, Barber Greene, Slurry Machine; Sub-grader (Gurries, Reclaimer, and similar types); Tack tractor; Truck mounted Concrete Pumps, Conveyor, Creter; Water Kote Machine; Unlicensed off road hauler

GROUP 1A: Camera/Tool/Video Operator (Slipline), Cranes-over 45 tons or 150 foot (including jib and attachments): (a) Clamshells and Draglines (over 3 yards),

(b) Tower cranes; Licensed Water/Waste Water Treatment Operator; Loaders over 5 yds.; Certified Welder, Electrical Mechanic, Camp Maintenance Engineer, Mechanic (over 10,000 hours); Motor Patrol Grader, Dozer, Grade Tractor, Roto-mill/Profiler (finish: when finishing to final grade and/or to hubs, or for asphalt); Power Plants: 1000 k.w.

and over; Quad; Screed; Shovels, Backhoes, Excavators with all attachments (over 3 yards), Sidebooms over 45 tons;

Slip Form Paver, C.M.I. and similar types; Scrapers over 40 yards;

GROUP 2: Boiler-fireman; Cement Hog and Concrete Pump Operator; Conveyors (except as listed in group 1); Hoist on steel erection; Towermobiles and Air Tuggers;

Horizontal/Directional Drill Locator;Licensed Grade Technician; Loaders, (i.e., Elevating Grader and Material Transfer Vehicle); Locomotives: rod and geared engines;

Mixers; Screening, Washing Plant; Sideboom (cradling rock drill regardless of size); Skidder; Trencing Machine under 16 inches; Waste/ Waste Water Treatment Operator.

GROUP 3: "A" Frame Trucks, Deck Winches: single power drum;

Bombardier (tack or tow rig); Boring Machine; Brooms-power;

Bump Cutter; Compressor; Farm tractor; Forklift, industrial type; Gin Truck or Winch Truck with poles when used for hoisting; Grade Checker and Stake Hopper; Hoist, Air Tuggers, Elevators; Loaders: (a) Elevating-Athey, Barber Green and similar types (b) Forklifts or Lumber Carrier (on construction job site) (c) Forklifts with Tower (d) Overhead and Front-end, under 2 1/2 yds. Locomotives:Dinkey (air, steam, gas and electric) Speeders; Mechanics (light duty); Oil, Blower Distribution; Post Hole Diggers, mechanical; Pot Fireman (power agitated); Power Plant, Turbine Operator, under 200 k.w.; Pumps-water; Roller-other than Plantmix; Saws, concrete; Skid Steer with all attachments; Straightening Machine; Tow Tractor

GROUP 4: Rig Oiler/Crane Assistant Engineer;Parts and Equipment Coordinator; Swamper (on trenching machines or shovel type equipment); Spotter; Steam Cleaner; Drill Helper.

FOOTNOTE: Groups 1-4 receive 10% premium while performing tunnel or underground work. Rig Oiler/Crane Assistant Engineer shall be required on cranes over 85 tons or over 100 feet of boom.

IRON0751-003 07/01/2017

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Ironworkers:

BRIDGE, STRUCTURAL,

ORNAMENTAL, REINFORCING

MACHINERY MOVER, RIGGER,

SHEETER, STAGE RIGGER,

BENDER OPERATOR.............$ 37.25 30.43

FENCE, BARRIER INSTALLER....$ 33.75 30.08

GUARDRAIL INSTALLERS........$ 34.75 30.08

GUARDRAIL LAYOUT MAN........$ 34.49 30.08

HELICOPTER, TOWER...........$ 38.25 30.43

LABO0341-005 04/01/2017

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Laborers: South of the 63rd Parallel & West of Longitude 138 Degrees

GROUP 1.....................$ 30.55 26.72

GROUP 2.....................$ 31.55 26.72

GROUP 3.....................$ 32.45 26.72

GROUP 3A....................$ 35.73 26.72

GROUP 3B....................$ 39.27 24.01

GROUP 4.....................$ 20.12 26.72

TUNNELS, SHAFTS, AND RAISES

GROUP 1....................$ 33.61 26.72

GROUP 2....................$ 34.71 26.72

GROUP 3....................$ 35.70 26.72

GROUP 3A...................$ 39.30 26.72

GROUP 3B...................$ 43.20 24.01

LABORERS CLASSIFICATIONS

GROUP 1: Asphalt Workers (shovelman, plant crew); Brush Cutters; Camp Maintenance Laborer; Carpenter Tenders; Choke Setters, Hook Tender, Rigger, Signalman; Concrete Laborer(curb and gutter, chute handler, grouting, curing, screeding); Crusher Plant Laborer; Demolition Laborer;

Ditch Diggers; Dump Man; Environmental Laborer (asbestos (limited to nonmechanical systems), hazardous and toxic waste, oil spill); Fence Installer; Fire Watch Laborer;

Flagman; Form Strippers; General Laborer; Guardrail Laborer, Bridge Rail Installers; Hydro-Seeder Nozzleman;

Laborers (building); Landscape or Planter; Laying of Decorative Block (retaining walls, flowered decorative block 4 feet and below); Material Handlers; Pneumatic or Power Tools; Portable or Chemical Toilet Serviceman; Pump Man or Mixer Man; Railroad Track Laborer; Sandblast, Pot Tender; Saw Tenders; Scaffold Building and Erecting; Slurry Work; Stake Hopper; Steam Point or Water Jet Operator;

Steam Cleaner Operator; Tank Cleaning; Utiliwalk, Utilidor Laborer and Conduit Installer; Watchman (construction projects); Window Cleaner

GROUP 2: Burning and Cutting Torch; Cement or Lime Dumper or Handler (sack or bulk); Choker Splicer; Chucktender (wagon, airtrack and hydraulic drills); Concrete Laborers (power buggy, concrete saws, pumpcrete nozzleman, vibratorman);

Culvert Pipe Laborer; Cured in place Pipelayer;

Environmental Laborer (marine work, oil spill skimmer operator, small boat operator); Foam Gun or Foam Machine Operator; Green Cutter (dam work); Gunnite Operator; Hod Carriers; Jackhammer or Pavement Breakers (more than 45 pounds);Laying of Decorative Block (retaining walls, flowered decorative block above 4 feet); Mason Tender and Mud Mixer (sewer work); Pilot Car; Plasterer, Bricklayer and Cement Finisher Tenders; Power Saw Operator; Railroad

Switch Layout Laborer; Sandblaster; Sewer Caulkers; Sewer Plant Maintenance Man; Thermal Plastic Applicator; Timber Faller, chain saw operator, filer; Timberman

GROUP 3: Alarm Installer; Bit Grinder; Guardrail Machine Operator; High Rigger and tree topper; High Scaler;

Multiplate; Slurry Seal Squeegee Man

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

GROUP 4: Final Building Cleanup

TUNNELS, SHAFTS, AND RAISES CLASSIFICATIONS

GROUP 1: Brakeman; Muckers; Nippers; Topman and Bull Gang;

Tunnel Track Laborer

GROUP 2: Burning and Cutting Torch; Concrete Laborers;

Jackhammers; Nozzleman, Pumpcrete or Shotcrete.

GROUP 3: Miner; Retimberman

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers.

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

Tunnel shaft and raise rates only apply to workers regularly employed inside a tunnel portal or shaft collar.

* LABO0942-001 04/01/2017

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Laborers: North of the 63rd Parallel & East of Longitude 138 Degrees

GROUP 1.....................$ 30.55 26.72

GROUP 2.....................$ 31.55 26.72

GROUP 3.....................$ 32.45 26.72

GROUP 3A....................$ 35.73 26.72

GROUP 3B....................$ 39.27 24.01

GROUP 4.....................$ 20.12 26.72

TUNNELS, SHAFTS, AND RAISES

GROUP 1....................$ 33.61 26.72

GROUP 2....................$ 34.71 26.72

GROUP 3....................$ 35.70 26.72

GROUP 3A...................$ 39.30 26.72

GROUP 3B...................$ 43.20 24.01

LABORERS CLASSIFICATIONS

GROUP 1: Asphalt Workers (shovelman, plant crew); Brush Cutters; Camp Maintenance Laborer; Carpenter Tenders; Choke Setters, Hook Tender, Rigger, Signalman; Concrete Laborer(curb and gutter, chute handler, grouting, curing, screeding); Crusher Plant Laborer; Demolition Laborer;

Ditch Diggers; Dump Man; Environmental Laborer (asbestos (limited to nonmechanical systems), hazardous and toxic waste, oil spill); Fence Installer; Fire Watch Laborer;

Flagman; Form Strippers; General Laborer; Guardrail Laborer, Bridge Rail Installers; Hydro-Seeder Nozzleman;

Laborers (building); Landscape or Planter; Laying of Decorative Block (retaining walls, flowered decorative block 4 feet and below); Material Handlers; Pneumatic or Power Tools; Portable or Chemical Toilet Serviceman; Pump Man or Mixer Man; Railroad Track Laborer; Sandblast, Pot Tender; Saw Tenders; Scaffold Building and Erecting; Slurry Work; Stake Hopper; Steam Point or Water Jet Operator;

Steam Cleaner Operator; Tank Cleaning; Utiliwalk, Utilidor Laborer and Conduit Installer; Watchman (construction projects); Window Cleaner

GROUP 2: Burning and Cutting Torch; Cement or Lime Dumper or Handler (sack or bulk); Choker Splicer; Chucktender (wagon, airtrack and hydraulic drills); Concrete Laborers (power buggy, concrete saws, pumpcrete nozzleman, vibratorman);

Culvert Pipe Laborer; Cured in place Pipelayer;

Environmental Laborer (marine work, oil spill skimmer operator, small boat operator); Foam Gun or Foam Machine Operator; Green Cutter (dam work); Gunnite Operator; Hod Carriers; Jackhammer or Pavement Breakers (more than 45 pounds);Laying of Decorative Block (retaining walls, flowered decorative block above 4 feet); Mason Tender and Mud Mixer (sewer work); Pilot Car; Plasterer, Bricklayer and Cement Finisher Tenders; Power Saw Operator; Railroad Switch Layout Laborer; Sandblaster; Sewer Caulkers; Sewer Plant Maintenance Man; Thermal Plastic Applicator; Timber Faller, chain saw operator, filer; Timberman

GROUP 3: Alarm Installer; Bit Grinder; Guardrail Machine Operator; High Rigger and tree topper; High Scaler;

Multiplate; Slurry Seal Squeegee Man

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

GROUP 4: Final Building Cleanup

TUNNELS, SHAFTS, AND RAISES CLASSIFICATIONS

GROUP 1: Brakeman; Muckers; Nippers; Topman and Bull Gang;

Tunnel Track Laborer

GROUP 2: Burning and Cutting Torch; Concrete Laborers;

Jackhammers; Nozzleman, Pumpcrete or Shotcrete.

GROUP 3: Miner; Retimberman

GROUP 3A: Asphalt Raker, Asphalt Belly dump lay down; Drill Doctor (in the field); Drillers (including, but not limited to, wagon drills, air track drills; hydraulic drills);

Powderman; Pioneer Drilling and Drilling Off Tugger (all type drills); Pipelayers.

GROUP 3B: Grade checker (setting or transfering of grade marks, line and grade)

Tunnel shaft and raise rates only apply to workers regularly employed inside a tunnel portal or shaft collar.

PAIN1959-001 07/01/2017

NORTH OF THE 63RD PARALLEL

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PAINTER

BRUSH/ROLLER PAINT OR WALL

COVERER.....................$ 31.99 20.29

TAPING, TEXTURING,

STRUCTURAL PAINTING,

SANDBLASTING, POT TENDER,

FINISH METAL, SPRAY,

BUFFER OPERATOR, RADON

MITIGATION, LEAD BASED

PAINT ABATEMENT, HAZARDOUS

MATERIAL HANDLER............$ 32.51 20.29

PAIN1959-002 07/01/2017

SOUTH OF THE 63RD PARALLEL

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PAINTER

Brush, Roller, Sign, Paper and Vinyl, Swing Stage, Hand Taper/Drywall, Structural Steel, and Commercial Spray............$ 30.23 20.04 Machine Taper/Drywall.......$ 31.48 20.04 Spray-Sand/Blast, Epoxy and Tar Applicator..........$ 31.58 20.04

PAIN1959-003 07/01/2017

NORTH OF THE 63RD PARALLEL

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GLAZIER..........................$ 38.63 22.39

PAIN1959-004 07/01/2017

Rates Fringes

FLOOR LAYER: Carpet.............$ 29.23 13.96

PAIN1959-006 07/01/2017

SOUTH OF THE 63RD PARALLEL

Rates Fringes

GLAZIER..........................$ 38.63 21.67

PLAS0867-001 02/01/2016

Rates Fringes

PLASTERER

North of the 63rd parallel..$ 37.25 20.41 South of the 63rd parallel..$ 37.00 20.41

PLAS0867-004 02/01/2016

Rates Fringes

CEMENT MASON/CONCRETE FINISHER

North of the 63rd parallel..$ 37.25 20.41 South of the 63rd parallel..$ 37.00 20.41

PLUM0262-002 01/01/2017

East of the 141st Meridian

Rates Fringes

Plumber; Steamfitter.............$ 38.02 26.72

PLUM0367-002 07/01/2017

South of the 63rd Parallel

Rates Fringes

Plumber; Steamfitter.............$ 39.00 23.80

PLUM0375-002 07/01/2017

North of the 63rd Parallel

Rates Fringes

Plumber; Steamfitter.............$ 40.91 25.40

PLUM0669-002 04/01/2017

Rates Fringes

SPRINKLER FITTER.................$ 46.00 23.29

ROOF0189-006 04/01/2016

Rates Fringes

ROOFER...........................$ 42.62 15.50

SHEE0023-003 07/01/2017

South of the 63rd Parallel

Rates Fringes

SHEET METAL WORKER...............$ 42.00 24.82

SHEE0023-004 07/01/2017

North of the 63rd Parallel

Rates Fringes

SHEET METAL WORKER...............$ 47.74 23.48

TEAM0959-003 09/01/2017

Rates Fringes

TRUCK DRIVER

GROUP 1.....................$ 39.59 21.97

GROUP 1A....................$ 40.86 21.97

GROUP 2.....................$ 38.33 21.97

GROUP 3.....................$ 37.51 21.97

GROUP 4.....................$ 36.93 21.97

GROUP 5.....................$ 36.17 21.97

GROUP 1: Semi with Double Box Mixer; Dump Trucks (including rockbuggy and trucks with pups) over 40 yards up to and including 60 yards; Deltas, Commanders, Rollogans and similar equipment when pulling sleds, trailers or similar equipment; Boat Coxswain; Lowboys including attached trailers and jeeps, up to and including 12 axles; Ready-mix over 12 yards up to and including 15 yards); Water Wagon (250 Bbls and above); Tireman, Heavy Duty/Fueler

GROUP 1A: Dump Trucks (including Rockbuggy and Trucks with pups) over 60 yards up to and including 100 yards; Jeeps (driver under load)

GROUP 2: Turn-O-Wagon or DW-10 not self-loading; All Deltas, Commanders, Rollogans, and similar equipment; Mechanics;

Dump Trucks (including Rockbuggy and Trucks with pups) over 20 yards up to and including 40 yards; Lowboys including attached trailers and jeeps up to and including 8 axles;

Super vac truck/cacasco truck/heat stress truck; Ready-mix over 7 yards up to and including 12 yards; Partsman;

Stringing Truck

GROUP 3: Dump Trucks (including Rockbuggy and Trucks with pups) over 10 yards up to and including 20 yards; batch trucks 8 yards and up; Oil distributor drivers; Oil Distributor Drivers; Trucks/Jeeps (push or pull); Traffic Control Technician

GROUP 4: Buggymobile; Semi or Truck and trailer; Dumpster;

Tireman (light duty); Dump Trucks (including Rockbuggy and Truck with pups) up to and including 10 yards; Track Truck Equipment; Grease Truck; Flat Beds, dual rear axle; Hyster Operators (handling bulk aggregate); Lumber Carrier; Water Wagon, semi; Water Truck, dual axle; Gin Pole Truck, Winch Truck, Wrecker, Truck Mounted "A" Frame manufactured rating over 5 tons; Bull Lifts and Fork Lifts with Power Boom and Swing attachments, over 5 tons; Front End Loader with Forks; Bus Operator over 30 passengers; All Terrain Vehicles; Boom Truck/Knuckle Truck over 5 tons; Foam Distributor Truck/dual axle; Hydro-seeders, dual axle;

Vacuum Trucks, Truck Vacuum Sweepers; Loadmaster (air and water); Air Cushion or similar type vehicle; Fire Truck/Ambulance Driver; Combination Truck-fuel and grease;

Compactor (when pulled by rubber tired equipment); Rigger (air/water/oilfield); Ready Mix, up to and including 7 yards;

GROUP 5: Gravel Spreader Box Operator on Truck; Flat Beds, single rear axle; Boom Truck/Knuckle Truck up to and including 5 tons; Pickups (Pilot Cars and all light duty vehicles); Water Wagon (Below 250 Bbls); Gin Pole Truck, Winch Truck, Wrecker, Truck Mounted "A" Frame, manufactured rating 5 tons and under; Bull Lifts and Fork Lifts (fork lifts with power broom and swing attachments up to and including 5 tons); Buffer Truck; Tack Truck; Farm type Rubber Tired Tractor (when material handling or pulling wagons on a construction project); Foam Distributor, single axle; Hydro-Seeders, single axle; Team Drivers (horses, mules and similar equipment); Fuel Handler (station/bulk attendant); Batch Truck, up to and including 7 yards;

Gear/Supply Truck; Bus Operator, Up to 30 Passengers;

Rigger/Swamper

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

2.2.17 External Above-Ground Storage Tank, Day Tank and Emergency Generator:

A. The preferred location for an above-ground fuel storage tank (AST), day tank and emergency generator is shown on sheet C-101. The AST should be accessible for the fuel delivery trucks.

The fuel tanks and the generator shall be supported on reinforced concrete slabs with aprons large enough to encompass the bearing points of an enclosure and / or fuel trucks. The Contractor shall ensure there are no unobstructed spaces around the foundation of the tank which could provide opportunities for concealment of explosives. Standoff distance between the fuel storage tank and the new fire station shall comply with NFPA 30. Details regarding the generator, AST and day tank sizes and containment can be found in sections 2.5 and 2.6.

2.2.18 Concrete Sidewalk:

A. Concrete sidewalk leading to the new fire station’s main entrance shall be a minimum 6 feet wide and 4-inches thick. The walk shall connect to the new Frank Loop Road alignment, have a light broom finish, expansion and construction joints, and a minimum longitudinal and side-slope of 2.1%. Uniform Federal Accessibility Standards (UFAS) and ADA must be reviewed for conformance with applicable disabled access requirements. The more restrictive of the two shall determine the requirement. Sidewalk pavement design shall be as per UFC 3-250-04, Standard Practice for Concrete Pavements. The sidewalk surface shall be flush with the adjacent access drive.

2.2.19 Concrete Apron:

A. Concrete aprons shall extend a minimum 5 feet out from the apparatus bay doors on both sides of the bays. The approximate width of the aprons shall be 75 feet to fully extend across all 4 apparatus bay doors. The aprons shall be heated. See section 2.5 for further details. Aprons shall have a minimum thickness of 6-inches and slope away from the building at a minimum 2% grade. Apron design shall be as per UFC 3-250-04, Standard Practice for Concrete Pavements.

2.2.20 Safety Bollards:

A. Bollards shall be located on either side of the entrance and exit for each apparatus bay.

Additionally 2 bollards are required adjacent to the fire hydrant(s), one on either side of the dumpster enclosure entrance and a minimum of 2 adjacent to the above ground fuel storage tank. Bollards shall have the design characteristics described in the Clear AFS Facilities Excellence Plan.

2.2.21 Utilities:

A. The new fire station requires direct bury connection to existing water, steam, condensate and sanitary sewer. Sanitary sewer is expected to require a lift station due to inadequate pipe slope for a gravity system. Future projects, including the CE Complex and Security Forces Facility, are currently planned for area now occupied by the ball field. Sanitary sewer design for the new fire station shall assume future tie-in from these other projects to the new lift station. AM#04 … The CE Complex and Security Forces Facility are expected to have a total of approximately 140 – 160 personnel working the dayshift. … AM#04 The location and number of fire hydrants required to protect the new fire station shall comply with UFC 3-600-01 and NFPA 24. Sheet C-101 depicts one solution for utility connections. The Contractor is expected to propose other innovative design solutions which comply with these RFP requirements.

2.2.22 Access Drives:

A. The two driveways leading to the apparatus bays shall be A.C. GOVs and fire department vehicles need to be able to enter and exit from either access drive. The P-26 water tanker truck shall serve as the design vehicle for pavement design. Asphalt pavement design shall be as per UFC 3-250-01, Pavement Design for Roads and Parking Areas. Each access drive shall be no less than 20-feet wide. Concrete curbs and gutters shall not be installed around the perimeter of the access drives or other paved areas.

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I. Reinforcing steel shall have a minimum fy of 60 ksi.

J. It is the Contractor's responsibility to review the geotechnical report and accomplish any additional fieldwork deemed necessary on the project site to adequately design the foundation.

Foundations shall be designed and installed based on geotechnical recommendations in the report. Exterior footings for heated buildings shall have 42 inch minimum burial or meet local building code requirements. Foundation will be reinforced concrete stem walls on strip footings.

K. Control joint spacing and locations for concrete masonry unit walls (CMU) shall be per NCMA TEK 10-01A and NCMA TECK 10-03. Roof framing and roof diaphragm connections shall be detailed to allow control joints to function

L. Provide siloxane penetrator sealer on exterior CMU and CMU veneer. Provide BASF Rheopel or Grace Dry-Block II water repellant admixture or approved equivalent to units and mortar for exterior CMU and CMU veneer. Use type S mortar to prevent efflorescence in exterior walls.

Type M mortar contributes to efflorescence. Use units manufactured with low alkali cement per ASTM C90, washed aggregates meeting the requirements of ASTM C144, clean potable water and industry specific admixtures to minimize efflorescence. Store units dry. Keep masonry dry during construction. Fill all cells with grout. Fill all joints with mortar except control joints."

M. Gravity load resisting system shall be fully grouted, reinforced CMU. AM#04… Exits shall not be obstructed by columns. Group spaces like conference rooms and physical therapy shall be column free. The Apparatus Bay shall be column free. Where possible hide interior columns in partitions. …AM#04

N. Lateral load resisting system shall be fully grouted, reinforced CMU.

O. Interior walls shall be 3-5/8” metal studs except where lateral resistance is needed. Where more resistance is needed, fully grouted, reinforced CMU walls shall be used.

P. The entire low slope roof will be a fully adhered EPDM system with interior drains. Please refer to the architectural section for more information.

Q. Non-bearing exterior curtain walls and interior non-bearing partitions shall be isolated from structural framing deflections or shall be designed to support loads imposed on them by structural deflections.

R. Interior bearing and non-bearing partitions shall be designed for a minimum 5 psf lateral load normal to the partition. Deflection due to lateral pressure shall not exceed L/240 of the height of the wall. Exterior wall deflections shall be limited per building code requirements and wall covering recommendations.

S. Door stoops and exterior landings need to be designed and protected against frost movement.

Please reference the recommended detail in the drawing appendices when designing these components.

2.4.6 Design Loads:

A. The building is classified as Occupancy Category IV

B. Importance factors per UFC 3-310-01 shall be as follows:

1. Snow: IS = 1.20

2. Ice: Ii = 1.25

3. Seismic: IE = 1.50

C. Dead Loads shall be according to the actual weight of materials. Weights of various building materials may be taken from applicable tables of ASCE 7. Actual weight of equipment, mechanical, electrical and piping shall be used in design of the supporting structure.

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D. Live Loads shall be according to requirements of IBC, ASCE 7, and UFC 3-310-01 (whichever governs most) and include:

1. Concrete floors in bay area will be designed for either a 76 kip (6x6) Airfield Rescue and Fire Fighting (ARFF) crash response vehicle OR a 72 kip 6x6 P-26 Water Tender vehicle.

Use whichever vehicle governs design to design slab on grade.

2. Mechanical Room HVAC: 125 psf

3. Communications Room: 150 psf

4. Storage: 125 psf

5. Sleeping Rooms: 40 psf

6. Corridors: 100 psf

E. Snow Loads:

1. Snow loading design shall be in accordance with IBC (ASCE 7) – refer to UFC 3-310-01 for applicable snow loads.

2. Drift loading and unbalanced loading shall be in accordance with IBC (ASCE 7 by reference) requirements.

3. Ground Snow Load (pg): 60 psf

4. Minimum Roof Snow Load: 50 psf

F. Wind Loads:

1. Wind loading design shall be in accordance with IBC (ASCE 7) – refer to UFC 3-310-01 for applicable wind speed.

2. Basic Wind Speed (V): 115 mph (Risk Category IV)

3. The design wind uplift pressure for the roof system shall be clearly indicated on the drawings (gross, net, etc.).

G. Seismic Loads:

1. Seismic design shall be in accordance with IBC (ASCE 7 by reference) – refer to UFC 3- 310-01 for applicable seismic values.

2. Building weight (W) shall be the weight of the building plus 20% of the design roof snow load.

3. Site Class D (unless geotechnical report specifies otherwise)

4. Peak Ground Acceleration (PGA) = 0.40

5. Short Period Spectral Response Acceleration (Ss) = 0.98

6. 1 Second Period spectral Response Acceleration (S1) = 0.38

H. Anti-Terrorism/Force Protection (AT/FP):

1. Refer to Section 01 10 00 / Part 1.2 for general AT/FP provisions.

2. In addition to gravity, seismic, and lateral loads, design ancillary building items (e.g. doors, window jambs and connections, overhead architectural features, equipment bracing) for the requirements of UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings.

Ensure and document that the design of glazed items includes, but is not limited to, the following items under the design loads prescribed in UFC 4-010-01.

a. Supporting members of glazed elements, e.g. window jamb, sill, header

b. Connections of glazed element to supporting members, e.g. window to header

c. Connections of supporting members to each other, e.g. header to jamb

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d. Connections of supporting members to structural system, e.g. jamb to foundation.

2.4.7 Construction Inspections and Tests

A. Provide inspection and testing of structural materials and construction through independent test agencies and laboratories.

B. Testing and inspection shall be specified by the structural engineer of record based on the design methods and materials used. At a minimum regular inspections and Special inspection requirements shall conform to the requirements of the IBC and UFGS Specification 01 45 35 Special Inspections.

2.4.8 Deferred Submittals:

A. Submit shop drawings prepared under the supervision of a registered professional civil engineer for fabrication, bending, and placement of concrete reinforcement.