Amendment 5.with replacement pages.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: FTR198 Buckner Physical Fitness Facility Expansion, JBER, Alaska

PHASE 2 PROPOSAL DUE DATE HAS CHANGED TO: March 8, 2012 at 2:00 PM Alaska Time. Proposals shall be submitted in accordance w ith Section 00 21 00 paragraph 1.10 Proposal Submittals.

This amendment provides changes to the solicitation as indicated on page 2 of this document.

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 1 16

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

16C. DATE SIGNED

BY 28-Feb-2012

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-11-R-0023

X 9B. DATED (SEE ITEM 11)

19-Oct-2011

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 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

28-Feb-2012

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:

J4CT9K9T

Typewritten Text

J4CT9K9T

Typewritten Text

J4CT9K9T

Typewritten Text

J4CT9K9T

Typewritten Text

J4CT9K9T

Typewritten Text

W911KB-11-R-0023

SECTION SF 30 - BLOCK 14 MODIFICATION CONTINUATION PAGE

The following have been added by full text:

AMENDMENT #0005

a. The following drawings are substituted for the superseded drawings:

G-001 COVER SHEET UPDATED

G-002 TABLE OF CONTENTS UPDATED

E-101 ELECTRICAL SITE PLAN REVISED

E-501 TRENCH AND VAULT DETAIL SHEET ADDED

E-601 ELECTRICAL ONE-LINE DIAGRAM REVISED

b. The following revised documents are substituted for the superseded documents. The identifier “AM#5” appears before and after new and/or revised material and replacement pages are provided, except as noted:

Section 00 22 20 Paragraph 5.6.1.2 Revised assumed NTP date

Section 01 10 00 Paragraph 2 Revised

Section 01 10 00 Paragraph 3 Revised

APPENDIX C Paragraph 6.9 Revised

APPENDIX C- Paragraph 6.10 Revised

APPENDIX C Paragraph 6.11.11 Revised

c. The following documents are deleted:

NONE

d. The following documents are added:

e. The following revisions are incorporated:

f. Other:

Wage Rates have been updated

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 11 00 - STANDARD FORM (SF) 1442

The required response date/time has changed from 06-Mar-2012 02:00 PM to 08-Mar-2012 02:00 PM.

SECTION 00 73 46 - WAGE DETERMINATIONS SCHEDULES

The following have been modified:

WAGE RATES

AM#5

General Decision Number: AK120001 02/17/2012 AK1

Superseded General Decision Number: AK20100001

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)

Modification Number Publication Date 0 01/06/2012 1 01/20/2012 2 02/03/2012 3 02/10/2012 4 02/17/2012

ASBE0097-001 01/01/2011

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Asbestos Workers/Insulator (includes application of all insulating materials protective coverings, coatings and finishings to all types of mechanical systems).........................$ 36.11 15.26

ASBE0097-002 01/01/2011

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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).........$ 36.11 15326

BOIL0502-002 07/01/2011

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BOILERMAKER......................$ 42.70 24.86

BRAK0001-002 07/01/2011

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Bricklayer, Blocklayer, Stonemason, Marble Mason, Tile Setter, Terrazzo Worker.....$ 37.39 17.60 Tile & Terrazzo Finisher.........$ 31.78 17.60

CARP1501-001 09/01/2011

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MILLWRIGHT.......................$ 33.89 18.23

CARP2520-003 07/01/2010

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Diver Stand-by....................$ 39.80 18.73 Tender......................$ 38.80 18.73 Working.....................$ 79.60 18.73 Piledriver Carpenter...................$ 35.49 18.73 Piledriver; Skiff Operator and Rigger..................$ 34.49 18.73 Sheet Stabber...............$ 35.49 18.73 Welder......................$ 41.05 18.73

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 09/01/2011

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CARPENTER

Carpenter...................$ 35.49 20.38 Lather/Drywall Applicator...$ 35.49 20.38

* ELEC1547-004 10/31/2011

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CABLE SPLICER....................$ 39.77 3%+$21.35

Electrician;Technician...........$ 38.02 3%+$21.35

ELEC1547-005 01/02/2012

Line Construction

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CABLE SPLICER....................$ 48.90 3%+23.10

Linemen (Including Equipment Operators, Technician)...........$ 47.15 3%+22.57 Powderman........................$ 45.15 3%+23.10

TREE TRIMMER.....................$ 34.10 3%+18.10

ELEV0019-002 01/01/2012

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ELEVATOR MECHANIC................$ 49.035 23.535+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 01/01/2012

Power equipment operators:

GROUP 1.....................$ 37.43 19.00

GROUP 1A....................$ 39.19 19.00

GROUP 2.....................$ 36.66 19.00

GROUP 3.....................$ 35.94 19.00

GROUP 4.....................$ 29.73 19.00

TUNNEL WORK

GROUP 1....................$ 41.17 19.00

GROUP 1A...................$ 43.11 19.00

GROUP 2....................$ 40.33 19.00

GROUP 3....................$ 39.53 19.00

GROUP 4....................$ 32.70 19.00

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Asphalt Roller; Back Filler; Barrier Machine (Zipper); Batch Plant Operator: Batch and Mixer over 200 yds.; 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) Shovels, Backhoes, excavators with all attachments, Draglines, Clamshells; Gradalls-3 yards and under; (b) Hydralifts or Transporters, all track or truck type,(c) 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 Sno Cat; Hydro Ax: Feller Buncher and similar; Loaders: Forklifts with power 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.); Sauerman-Bagley;

Scrapers-through 40 yards; Service Oiler/Service Engineer;

Sidebooms-under 45 tons; Shot Blast Machine; Spreaders, Blaw Knox, Cedarapids, Barber Greene, Slurry Machine;

Sub-grader (Gurries, C.M.I. and C.M.I. Roto Mills and similar types); Tack tractor; Truck mounted Concrete Pumps, Conveyor, Creter; Water Kote Machine; Unlicensed off road hauler; Welder; Electrical Mechanic, Camp Maintenance Engineer

GROUP 1A: Cranes-over 45 tons or 150 foot (including jib and attachments): (a) Shovels, backhoes,excavators with all attachments, draglines, clamshells-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 (finish: when finishing to final grade and/or to hubs, or for asphalt);

Power Plants: 1000 k.w. and over; Quad; Screed; Sidebooms over 45 tons; Slip Form Paver C.M.I. and similar types;

Scrapers over 40 yards; Camera/Tool/Video Operator (Slipline).

GROUP 2: Batch Plant Operators: Batch and Mixer 200 yds. per hour and under; 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, Elevating Grader, Dumor and similar;

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); Mixers: Concrete Mixers and Batch 200 yds. per hour and under; Oil, Blower Distribution; Post Hole Diggers, mechanical; Pot Fireman (power agitated); Power Plant, Turbine Operator, under 300 k.w.; Pumps-water; Roller-other than Plantmix; Saws, concrete; Skid Steer with all attachments; Straightening Machine; Tow Tractor

GROUP 4: Rig Oiler/Assistant Engineer (if over 85 tons or 100 ft. boom);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/Assistant Engineer shall be required on cranes over 85 tons or over 100 feet of boom.

IRON0751-003 08/01/2011

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Ironworkers:

BRIDGE, STRUCTURAL,

ORNAMENTAL, REINFORCING

MACHINERY MOVER, RIGGER,

SHEETER, STAGE RIGGER,

BENDER OPERATOR.............$ 33.40 23.16

FENCE, BARRIER AND

GUARDRAIL INSTALLERS........$ 29.90 23.16

GUARDRAIL LAYOUT MAN........$ 30.64 23.16

HELICOPTER, TOWER...........$ 34.40 23.16

LABO0341-005 07/01/2011

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

GROUP 1.....................$ 29.00 20.02

GROUP 2.....................$ 30.00 20.02

GROUP 3.....................$ 30.90 20.02

GROUP 3A....................$ 34.18 20.02

GROUP 3B....................$ 35.01 20.02

GROUP 4.....................$ 18.57 20.02

TUNNELS, SHAFTS, AND RAISES

GROUP 1....................$ 31.90 20.02

GROUP 2....................$ 33.00 20.02

GROUP 3....................$ 33.99 20.02

GROUP 3A...................$ 37.60 20.02

GROUP 3B...................$ 38.51 20.02

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

GROUP 1.....................$ 29.00 20.02

GROUP 2.....................$ 30.00 20.02

GROUP 3.....................$ 30.90 20.02

GROUP 3A....................$ 34.18 20.02

GROUP 3B....................$ 35.01 20.02

GROUP 4.....................$ 18.57 20.02

TUNNELS, SHAFTS, AND RAISES

GROUP 1....................$ 31.90 20.02

GROUP 2....................$ 33.00 20.02

GROUP 3....................$ 33.99 20.02

GROUP 3A...................$ 37.60 20.02

GROUP 3B...................$ 38.51 20.02

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 07/01/2011

NORTH OF THE 63RD PARALLEL

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PAINTER

BRUSH/ROLLER PAINT OR WALL

COVERER.....................$ 29.17 18.47

TAPING, TEXTURING,

STRUCTURAL PAINTING,

SANDBLASTING, POT TENDER,

FINISH METAL, SPRAY,

BUFFER OPERATOR, RADON

MITIGATION, LEAD BASED

PAINT ABATEMENT, HAZARDOUS

MATERIAL HANDLER............$ 29.67 18.47

PAIN1959-002 07/01/2011

SOUTH OF THE 63RD PARALLEL

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Painters:

Brush, Roller, Sign, Paper and Vinyl, Swing Stage, Hand Taper/Drywall, Structural Steel, and Commercial Spray............$ 26.98 18.22 Machine Taper/Drywall.......$ 28.18 18.22 Spray-Sand/Blast, Epoxy and Tar Applicator..........$ 29.48 16.22

PAIN1959-003 07/01/2011

NORTH OF THE 63RD PARALLEL

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GLAZIER..........................$ 34.09 17.28

PAIN1959-004 07/01/2011

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FLOOR LAYER: Carpet.............$ 30.52 12.39

PAIN1959-006 07/01/2011

SOUTH OF THE 63RD PARALLEL

GLAZIER..........................$ 34.09 17.23

PLAS0867-001 02/01/2012

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PLASTERER

North of the 63rd parallel..$ 33.93 19.07 South of the 63rd parallel..$ 33.68 19.07

PLAS0867-004 02/01/2012

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CEMENT MASON/CONCRETE FINISHER

North of the 63rd parallel..$ 33.68 19.07 South of the 63rd parallel..$ 33.43 19.07

PLUM0262-002 01/01/2012

East of the 141st Meridian

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Plumber; Steamfitter.............$ 36.02 23.82

PLUM0367-002 07/01/2011

South of the 63rd Parallel

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Plumber; Steamfitter.............$ 36.98 18.72

PLUM0375-002 07/01/2011

North of the 63rd Parallel

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Plumber; Steamfitter.............$ 39.71 18.45

PLUM0669-002 04/01/2011

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SPRINKLER FITTER.................$ 41.55 19.70

* ROOF0190-002 06/01/2011

ROOFER, Includes Built Up, Composition, and Single Ply Roofs NORTH OF THE 63RD PARALLEL..$ 28.50 2.44 + a SOUTH OF THE 63RD PARALLEL..$ 28.50 2.44 + a

FOOTNOTE:

a. Employers are to supply employees with comprehensive medical insurance. Employer is responsible to cover, at minimum one-half (1/2) of the individual premium. The individual will be responsible for the remaining premium.

SHEE0023-003 06/01/2010

South of the 63rd Parallel

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Sheet Metal Worker...............$ 38.84 18.35

SHEE0023-004 07/02/2010

North of the 63rd Parallel

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Sheet Metal Worker...............$ 42.98 18.56

TEAM0959-003 09/01/2011

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TRUCK DRIVER

GROUP 1.....................$ 37.77 16.43

GROUP 1A....................$ 39.04 16.43

GROUP 2.....................$ 36.51 16.43

GROUP 3.....................$ 35.69 16.43

GROUP 4.....................$ 35.11 16.43

GROUP 5.....................$ 34.35 16.43

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;

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; Partsman;

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; Stringing Truck; 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.

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 union or non-union.

Union Identifiers

An identifier enclosed in dotted lines beginning with characters other than "SU" denotes that the union classification and rate have found to be prevailing for that classification. Example: PLUM0198-005 07/01/2011. The first four letters , PLUM, indicate the international union and the four-digit number, 0198, that follows 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. The date, 07/01/2011, following these characters is the effective date of the most current negotiated rate/collective bargaining agreement which would be July 1, 2011 in the above example.

Union prevailing wage rates will be updated to reflect any changes in the collective bargaining agreements governing the rate.

Non-Union Identifiers

Classifications listed under an "SU" identifier were derived from survey data by computing average rates and are not union rates; however, the data used in computing these rates may include both union and non-union data. Example: SULA2004-007 5/13/2010. SU indicates the rates are not union rates, LA indicates the State of Louisiana; 2004 is the year of the survey; and 007 is an internal number used in producing the wage determination. A 1993 or later date, 5/13/2010, indicates the classifications and rates under that identifier were issued as a General Wage Determination on that date.

Survey wage rates will remain in effect and will not change until a new survey is conducted.

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

AM#5

(End of Summary of Changes)

ATFP requirements of the Statement of Work to be considered for award. Acceptable proposals are compliant with all ATFP requirements. The final design must comply with the ATFP requirements.

5.5 VOLUME 1 - TAB D – SUBFACTOR 4 – BUILDING ENERGY PERFORMANCE,

SUSTAINABILITY AND LEED

5.5.1 SUBMISSION REQUIREMENTS:

The Offeror shall provide a narrative not to exceed three (3) pages (excluding the checklist) identifying the building's energy performance, sustainable design and construction and identifying the final project LEED rating.

The Offeror shall identify thermal characteristics, energy savings compared with ASHRAE Standard 90.1, and mechanical and electrical systems contributing to the energy savings. The Offeror shall summarize the sustainable design and construction elements and submit a LEED-NC Version 2.2 Project Checklist demonstrating how it will achieve the Silver LEED rating.

5.5.2 EVALUATION CRITERIA:

All requirements identified as mandatory in 01 10 00 or elsewhere in the Solicitation must be included and the proposal must meet the minimum of 40% energy savings compared with ASHRAE Standard 90.1 and must meet the requirements of the LEED-NC Version 2.2 requirement for a Silver rating. The Government will provide additional evaluation consideration for proposals which exceed the minimum energy savings and/or commit to achieving a rating of LEED Gold. Acceptable proposals address and include all the specific requirements of the RFP.

5.6 VOLUME 1 - TAB E– SUBFACTOR 5 – PROPOSED CONTRACT DURATION AND SUMMARY

SCHEDULE

5.6.1. SUBMISSION REQUIREMENTS:

5.6.1.1. Proposed Contract Duration: The offeror shall propose the contract duration on the Proposal Contract Line Item Number (CLIN) Schedule and under this Tab E, not to exceed the maximum contract duration specified in the RFP.

5.6.1.2. Submit a schedule narrative and summary level schedule for integrated design and construction. Schedules or diagrams may be provided separately in a size that is easily read, but shall be bound and clearly labeled as Tab E.

This summary schedule will, after contract award, be replaced with a project schedule as required by Section 01 32

01.00 10: Project Schedule. The summary schedule shall be task oriented, indicating the number of calendar days, after notice to proceed, by which milestones are to be achieved. For proposal purposes, utilize a Notice to Proceed date of AM#5 March 15, 2012 April 13, 2012 AM#5. This date is solely to assist in evaluation of offeror’s proposals and shall not be construed as a contractual NTP date.

(1) Narrative:

Schedules shall be graphically represented. The proposed project schedule shall reflect the proposed contract duration. For the narrative, give attention to the following features but limit information to no more than three (3) pages total:

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2.0 SCOPE

2.1a FACILITIES

2.1a.1 PHYSICAL FITNESS FACILITY AND INDOOR POOL

Provide a Physical Fitness Facility and Indoor Pool to support the Army mission and promote the morale, welfare, and recreation programs and activities of the Sports & Fitness Branch. This facility shall be comparable in design and construction to Fitness Facilities in the private sector, such as in major universities and large community centers.

The Physical Fitness area will include, as a minimum, a basketball/volleyball court, a free weight area, cardio area, a large group exercise area, a rock climbing wall, and an elevated running track. Design criteria and information shall comply with “Technical Criteria U.S Army Physical Fitness Facilities” June 2010 Edition.

The total gross area for the physical fitness facility is AM#3… 36,720 …AM#3 square feet.

The Indoor Pool (Natatorium) shall contain an AM#5… approximately…AM#5 8,000 square foot pool which will contain, as a minimum, two 25 meter lap swim lanes, open swim area, a diving area, a zero depth entry area, a wading area, AM#5… a wave pool, a moving water simulator (lazy river), …AM#5 and , a water slide . The facility shall also provide other public and support areas, including showers, restrooms, and changing areas.

The total gross area for the indoor pool area (Natatorium) is 14,200 square feet. AM#5… The 14,200 square feet total gross pool area cannot be exceeded. The 8,000 square foot pool surface area can be reduced as long as all of the required pool features have the appropriate space for proper functionality.…AM#5

2.1a.2 BASEBALL & SOFTBALL FIELDS AND A MULTIPURPOSE FIELD

Provide one baseball field and two softball fields; reference Appendix C for specific requirements.

Provide one 50 yd. x 120 yd. multipurpose field; reference Appendix C for specific requirements.

2.1b GENERAL

Provide all site design and construction within the limits of construction necessary to support the new building facilities. Supporting facilities include, but are not limited to , POV (privately owned vehicles) parking, utilities, electric service, exterior and security lighting, fire protection and alarm systems, water, gas, sewer, storm drainage and site improvements. Antiterrorism/Force Protection measures shall also be included in the facility design in accordance with applicable criteria.

The Contractor shall be responsible for maintaining the construction site and haul route. Damages to existing sidewalks, pavements, curb and gutter, utilities, and/or landscaping within the construction limit, adjacent to the construction site, and along the Contractor’s haul route resulting from the Contractor’s construction activities shall be repair/replace by the Contractor at no additional cost the Government. Prior to construction activities, the Contractor and Contracting Officer Representative shall perform an existing condition survey. At the completion of the Task Order, the Contractor and Contracting Officer representative shall perform a final condition survey to determine repair/replace requirements.

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2.2 SITE:

Provide all site improvements necessary to support the new building facilities. Refer to Chapter 6

Approximate area available 24.4 acres

2.3. GOVERNMENT-FURNISHED GOVERNMENT-INSTALLED EQUIPMENT (GFGI)

Coordinate with government on GFGI item requirements and provide suitable structural support, brackets for projectors/VCRs/TVs, all utility connections and space with required clearances for all GFGI items.

Fire extinguishers are GFGI personal property, while fire extinguisher brackets and cabinets are Contractor furnished and installed CFCI. Local Area Network and personal Computers along with related hardware, copiers, faxes, printers, video projectors, VCRs and TVs are GFGI.

The following are also GFGI items:

Space People Equipment

Free Weights 130 130 Free Weight pieces

Cardio 120-150 40 Treadmills

40 Ellipticals

Exercise Area 112 20 Bikes

12 Stair steppers

8 Stair mills

2.4. FURNITURE REQUIREMENTS

Provide furniture design for all administrative and lobby spaces listed in Chapter 3 and including any existing furniture and equipment to be re-used. Coordinate with the user to define requirements for furniture systems, movable furniture, storage systems, equipment, any existing items to be re-used, etc.

Early coordination of furniture design is required for a complete and usable facility.

The procurement and installation of furniture is NOT included in this contract. Furniture will be provided and installed under a separate furniture vendor/installer contract. The general contractor shall accommodate that effort with allowance for entry of the furniture vendor/installer onto this project site at the appropriate time to permit completion of the furniture installation for a complete and usable facility to coincide with the Beneficial Occupancy Date (BOD) of this project. The furniture vendor/installer contract will include all electrical pre-wiring and the whips for final connection to the building electrical system however; the general contractor shall make the final connections to the building electrical system under this contract. Furthermore, the general contractor shall provide all Information/Technology (IT) wiring (i.e.

LAN, phone, etc.) up to and including the faceplate of all freestanding and/or systems furniture desk tops as applicable, the services to install the cable and face plates in the furniture, the coordination with the furniture vendor/installer to accomplish the installation at the appropriate time, and all the final IT connections to the building systems under this contract.

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The Government reserves the right to change the method of procurement of and installation of furniture to Contractor Furnished/Contractor Installed (CFCI). CFCI furniture will require competitive open market procurement by the Contractor using the Furniture, Fixtures and Equipment (FF&E) package.

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3.1 GENERAL REQUIREMENTS

3.1.1 Facility Description:

Expansion of a Physical Fitness Facility comprised of a 14,200 s.f. Indoor Pool area (Natatorium) with an 8,000 s.f.

surface area pool, aAM#3… 36,720s.f. …AM#3 Physical Fitness Area, a Baseball Field, and two Softball Fields in accordance with the MT Model RFP program criteria. The AM#5… approximately…AM#5 8,000 s.f. surface area pool will to support the Army mission and promote the morale, welfare, and recreation (MWR) programs and activities of the Sports & Fitness Branch. The mission objectives for Army aquatic facilities include the following priorities ranked by order of importance:

1) Fitness

2) Family Well being

3) Unit and Community Cohesion

4) Individual Well being

Design criteria and information shall comply with “Technical Criteria U.S. Army Physical Fitness Facilities” June 2010 edition, Developed for the Corps of Engineers. Standards for new construction should meet the quality standards described in Section IV - Building Design Criteria. Renovation of existing facility shall be required to form a cohesive functional connection between existing building entrance and support areas. The following spaces, in conjunction with the space at the existing Physical Fitness Facility, will provide the net space necessary to achieve green status in the fitness, exercise, and structured activity modules as required to meet standards for a large size community (a population of approximately 9,595 users).

3.1.2 Functional Space Requirements

The gross square feet includes the total area of all functional areas required in the building, including all noted functional areas, common areas, and support areas, e.g. stairways, elevators, foyers, corridors, public toilets, janitor’s closets, utility room spaces.

3.1.2.1 Gross building area definition: Gross building area is measured to the outside face of exterior enclosure walls. Gross area includes floor areas, penthouses, mezzanines, and other spaces as follows:

(a) Areas calculated as half space. Gross area includes one-half the area of exterior covered areas such as balconies, entries, loading platforms, breezeways, exterior corridors, and porches. Exterior covered areas are measured from the face of the enclosure wall to the edge of the covered area served. All stairs and elevator shafts count as half space for each floor they serve. Interior public corridors will be calculated as half space. Circulation spaces within functional areas will be counted as full area.

(b) Excluded space: The following spaces are excluded from gross area calculations: Attic areas where clear height does not exceed 7 feet; crawl spaces; exterior uncovered loading platforms; open courtyards; normal roof overhangs and soffits for weather protection; uncovered ramps and steps; utility tunnels; raceways; mechanical equipment platforms and catwalks.

3.1.2.2 Net area definition: Net area is measured to the inside face of the room or space walls.

Net area requirements: Net area requirements for programmed spaces are included in this chapter. If net area requirements are not specified, the space shall be sized to accommodate the required function and comply with code requirements, overall gross area limitations, and any other requirements of this RFP (for example the requirements for corridors, stairs, and mechanical rooms will typically be left to the discretion of the offeror).

3.1.3 14,200 s.f. Indoor Pool area (Natatorium) with an AM#5… approximately…AM#5 8,000 s.f. surface area pool (Natatorium) AM#5… The 14,200 square feet total gross pool area cannot be exceeded. The 8,000

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square foot pool surface area can be reduced as long as all of the required pool features have the appropriate space for proper functionality.…AM#5:

The AM#5… approximately…AM#5 8,000 s.f. surface area Indoor Community Swimming Pool will contain, as a minimum, two 25 meter lap swim lanes, open swim area, a diving area, a zero depth entry area, a wading area, a water slide, AM#5… a wave pool, a moving water simulator (lazy river), …AM#5 other public and support areas, including showers, restrooms, and changing areas. The minimum pool ceiling height above the water surface for natatoriums is 6 meters (19 feet, 9 inches) for facilities with 1-meter diving boards. AM#3…Deleted text

…AM#3

3.1.4 Physical Fitness Area:

The AM#3… 36,720s.f. …AM#3 Physical Fitness Area will include, as a minimum, a 50’x94’ NCAA basketball/volleyball court with 10’ safety zone around the perimeter of the court, 2 retractable basketball goals, and 1 volleyball net system with in floor net holes with cover plates, an 8,000 s.f. Free Weight area, a 6,000 s.f. of Cardio area (treadmills, etc.), a 4,500 s.f. Large Group Exercise area, a Rock Climbing wall, and an elevated 3 lane running track with 48” width each lane. Exterior mountain views and natural lighting will be maximized.

3.1.5 Accessibility Requirements:

Compliance with the Americans with Disabilities Act (ADA) requirements is required for this facility.

3.2 ARCHITECTURAL REQUIREMENTS

3.2.1 EXTERIOR DESIGN

The exterior of the new portion of the facility will blend with and complement the existing facilities style, exterior fenestration and color scheme.

3.2.2 INTERIOR DESIGN

3.2.2.1 AM#5… approximately…AM#5 8,000 s.f. surface area Indoor Pool (Natatorium):

Interior surfaces, details, finishes, fixtures, and fittings should be carefully selected for resistance to wear, impact, and vandalism. Because of the high humidity associated with pools and showers, all materials selected shall be resistant to water, high humidity, corrosive chemicals, and mildew. Utilize professional interior designers with experience in aquatic facility design. Surface materials and furnishings should be selected through the use of structural interior and comprehensive interior design services. Include a request for such services in the Requirements Document. Interior design selections shall be based on consideration of anticipated use, maintenance characteristics, life cycle cost, fire protection, and other safety requirements.

3.2.2.1A Interior Finishes The safety and hygiene of customers shall be considered in every aspect of the design development. Floor and deck surfaces in wet areas must be slip resistant. Wall surfaces should be selected to minimize abrasions in case of accidents or stumbles by customers and staff. Coordinate material, finish, color, texture, and furniture selections to compliment the overall building design and image. Use colors, textures, and finish materials on the walls and floors to help define circulation patterns. Select surface materials and furnishings to express a warm, intimate, and relaxed atmosphere. Use local materials to the greatest extent practicable to reinforce the user’s sense of place or region.

3.2.2.1C Flooring Utilize non-skid ceramic tile, concrete, or other skid resistant material for locker room and natatorium floors. Ensure that flooring materials, such as rubber, comply with applicable AF and Technical Criteria US Army Physical Fitness Centers criteria. All floors should have adequate slope and drains to prevent standing water in wet areas. Carpet shall not be used in the facility.

3.2.2.1D Ceilings

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Ceilings should utilize moisture resistant materials like, exposed structure, moisture resistant gypsum board, plaster, galvanized metal, or other factory finishes impervious to water and mildew. Ceiling height shall be at least 9 feet in locker rooms. Acoustical panels will be required to soften acoustics in this space.

3.2.2.1E Play Structures and Equipment A wide variety of commercially manufactured play structures designed for use in aquatic environments are available from different specialty companies. Consider the need for play structures located inside the main pool area similar to private sector water parks.

3.2.2.1F Lockers

Provide each locker area with 84 - ½ height lockers. Provide benches adjacent to lockers.

3.2.2.2 Physical Fitness Facility:

3.2.2.2A Flooring Ensure that flooring materials, such as rubber, comply with applicable AF and Technical Criteria US Army Physical Fitness Centers criteria. Carpet shall not be used in the facility. Synthetic flooring is preferred in the Basketball/Volleyball court, Free Weights area, Cardio area, Running Track. Large Group Exercise area shall have a suspended wood flooring system.

3.2.2.2B Interior Walls Walls should be constructed with nonabrasive materials, like smooth block or brick. Walls may be painted CMU block, painted masonry, moisture resistant gypsum board, Portland cement plaster, or high strength gypsum plaster.

Ceramic tile may be installed either full height or as a wainscot.

3.2.2.2C Ceilings Ceilings should utilize moisture resistant materials like, painted exposed structure, moisture resistant gypsum board, plaster, galvanized metal, or other factory finishes impervious to water and mildew. Ceiling height shall be at least 9 feet in locker rooms, 12 feet in Large Group Exercise area and running track area, 27 feet in Basketball/Volleyball court. Free Weights and Cardio area shall be 12 feet minimum and/or open to the structure above.

3.2.3 Force Protection

The facility will meet standards for Force Protection per UFC-4-010-01, DoD Minimum Antiterrorism Standards for Buildings. Refer to Section 01 10 00 Para 5.13 for complete ATFP requirements.

Primary Force Protection measures for the facility include:

• The structural system will be designed to meet B-2.1 Standard 6 with regard to progressive collapse if three stories or over.

• Exterior glazing in windows and doors will meet B-3.1. Smaller, individual windows will be used instead of a curtain wall at the front entry stair

• The roof is not accessible from the exterior.

• All air intakes are at least 10 feet above grade

3.2.4 Sustainable Design

The design for the project shall meet the requirements for a silver LEED Rating.

3.3 STRUCTURAL REQUIREMENTS

Design and construct as a complete system in accordance with APPLICABLE CRITERIA.

3.4 MECHANICAL REQUIREMENTS.

3.4.1 Design Standards and Codes.

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3.4.1.1 The plumbing system shall be designed and installed in accordance with the latest editions of the ASHRAE HVAC Applications Handbook and International Plumbing Code (IPC). Inspection and testing of the plumbing system shall be performed as prescribed in the International Plumbing Code. Specified materials and equipment shall be standard products of a manufacturer regularly engaged in the manufacturer of such products.

Specified equipment shall essentially duplicate equipment that has performed satisfactorily at least two years prior to bid opening.

3.4.1.2 The HVAC system shall be designed in accordance with applicable criteria listed in paragraph 4 and with the following.

American College of Sports Medicine (ACSM) Health/Fitness Facility Standards and Guidelines, Second Edition.

3.4.1.3 All mechanical piping, plumbing piping, ductwork and equipment shall be seismically braced. Seismic bracing shall comply with SMACNA Seismic Protection Guidelines (Seismic Restraint Manual – Guidelines for Mechanical Systems). Specific mechanical and plumbing equipment shall comply with manufacturers’ recommendations for seismic protection. All mechanical and plumbing equipment having reciprocating or rotating parts and any other equipment, piping or ductwork that produce or transmit vibrations or pulsations shall be provided with vibration isolators. Vibration isolation system shall be in accordance with UFC 3 450 01 Noise and Vibration Control.

3.4.2 Thermal Performance

3.4.2.1 See Paragraphs 5 and 6.

3.4.3 Plumbing

3.4.3.1 Domestic Hot Water System:

3.4.3.1.1 The main water heating equipment shall be located within a mechanical room, and shall also be located on the ground floor level only. The energy source for the domestic water heating system shall be natural gas. Hot water heater design shall be based on the ASHRAE HVAC Applications Handbook. Hot water demand per fixture shall be based on Gymnasiums from the ASHRAE HVAC Applications Handbook. Hot water shall be stored at 140 F. Hot water delivered shall not exceed 120 F.

3.4.3.1.2 Gas fired water heaters. Gas fired water heaters shall be in accordance with ANSI Z21.10.3 and UFC 3- 420-01and shall be sealed combustion high efficiency type. Water heaters with powered ventilation shall be vented in accordance with manufacturer’s instructions. Units shall be UL listed.

3.4.3.2 Domestic Hot Water System: The main water heating equipment shall be located within a mechanical room, and shall also be located on the ground floor level only. The energy source for the domestic water heating system shall be natural gas. Hot water heater design shall be based on the ASHRAE HVAC Applications Handbook.

Hot water demand per fixture shall be based on Gymnasiums from the ASHRAE HVAC Applications Handbook.

Hot water shall be stored at 140 F. Hot water delivered shall not exceed 120 F.

3.4.3.3 Domestic Piping System: Piping. design shall be based on the International Plumbing Code for domestic water, sanitary waste and vent piping. All water piping shall be sized in accordance with methods outlined in the International Plumbing Code, to limit water velocity in the pipe to 5 ft/sec unless a lower velocity is recommended by the plumbing fixture manufacturer(s).

3.4.3.4 Fixtures. The following fixtures will be acceptable for…