AmendmentL294-WCI-062215.pdf

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1700 East Iron Ave.

Salina, KS 67401 785-827-0433 phone 785-827-5949 fax

Amendment No. 1 22 June, 2015 Ft. Riley Vehicle Wash Facility Renovation

CFMO #L294

NOTICE TO ALL CONTRACTORS AND SUB-CONTRACTORS

YOU ARE INSTRUCTED TO READ AND TO NOTE THE FOLLOWING DESCRIBED CHANGES, CORRECTIONS, CLARIFICATIONS, OMISSIONS, DELETIONS, ADDITIONS, APPROVALS AND STATEMENTS PERTINENT TO THE CONTRACT AND CONSTRUCTION DOCUMENTS. THIS AMENDMENT IS A PART OF THE CONTRACT AND CONSTRUCTION DOCUMENTS AND SHALL GOVERN IN THE PERFORMANCE OF THE WORK. ACKNOWLEDGE

RECEIPT OF THIS AMENDMENT AND ITS CORRESPONDING DATE OF ISSUE IN THE SPACE

PROVIDED IN THE “MATOC PROPOSAL FORM” FOR THE PROJECT ISSUED WITH THE USPFO FOR

KANSAS ISSUED “NOTICE OF PROPOSED TASK ORDER PROPOSAL”.

Specifications

1. Section 010000 – Summary and General Requirements (CFMO):

Paragraph 1.3, a.; add subparagraph 1. As follows:

“1. The specific items to be salvaged to Owner are 1) the existing electrical enclosure with air solenoid inside and 2) the existing exhaust fans.”

Paragraph 1.8, a.; delete “3:00 PM” and replace with “3:30 PM”.

2. Section 09 9723, Concrete and Masonry Coatings - Delete section 09 9723 in its entirety.

3. Section 09 9123, Painting- Add section 09 9123 (dated 22 June, 2015) in its entirety.

ARCHITECTURAL / MECHANICAL / ELECTRICAL – Drawings

1. Sheet A-101, Floor Plan: Delete drawing sheet A-101 and replace with A-101 Mark 2 dated 06-22-2015, description Amendment 1.

2. Sheet A-501, Add Alternate No. 2 – Railing Details: Delete drawing sheet A-501 and replace with A-501 Mark 2 dated 06-22-2015, description Amendment 1.

3. Sheet P-601, Schedules: Pump Schedule, change 1750 RPM for P-1 and P-2 to 3500 RPM.

End of Amendment No. 1

Ft. Riley Vehicle Wash Facility Renovation 09 9123 - 1 PAINTING CFMO #L294 22 June, 2015 W&C No. 15-400-025-00

SECTION 09 9123

PAINTING

PART 1 GENERAL

1.1 SECTION INCLUDES

1.1.1 Surface preparation.

1.1.2 Field application of paints.

1.1.3 Scope: Finish surfaces exposed to view, unless fully factory-finished and unless otherwise indicated.

1.1.4 Do Not Paint or Finish the Following Items:

a. Items factory-finished unless otherwise indicated; materials and products having factory-applied primers are not considered factory finished.

b. Items indicated to receive other finishes.

c. Items indicated to remain unfinished.

d. Fire rating labels, equipment serial number and capacity labels, bar code labels, and operating parts of equipment.

e. Stainless steel, anodized aluminum, bronze, terne coated stainless steel, and lead items.

f. Floors, unless specifically indicated.

g. Glass.

h. Concealed pipes, ducts, and conduits.

1.2 REFERENCE STANDARDS

1.2.1 SSPC-SP 1 - Solvent Cleaning; 1982 (Ed. 2004).

1.2.2 SSPC-SP 6 - Commercial Blast Cleaning; Society for Protective Coatings; 2007.

1.3 SUBMITTALS

1.3.1 See Section 01 3000 - Administrative Requirements, for submittal procedures.

1.3.2 Product Data: Provide complete list of products to be used, with the following information for each:

a. Manufacturer's name, product name and/or catalog number, and general product category

(e.g. "alkyd enamel").

b. Cross-reference to specified paint system(s) product is to be used in; include description of each system.

1.3.3 Samples: Submit three paper "draw down" samples, 8-1/2 by 11 inches (216 by 279 mm) in size, illustrating range of colors available for each finishing product specified.

a. Where sheen is specified, submit samples in only that sheen.

1.3.4 Manufacturer's Instructions: Indicate special surface preparation procedures.

1.3.5 Maintenance Data: Submit data including finish schedule showing where each product/color/finish was used, product technical data sheets, care and cleaning instructions, touch-up procedures, repair of painted and finished surfaces, and color samples of each color and finish used.

1.3.6 Maintenance Materials: Furnish the following for Owner's use in maintenance of project.

a. Extra Paint and Finish Materials: 1 gallon (4 L) of each color; from the same product run, store where directed.

b. Label each container with color in addition to the manufacturer's label.

1.4 MOCK-UP

1.4.1 Provide panel, 10 feet ( 3.05 m) long by 10 feet ( 3.05 m) wide, illustrating paint color, texture, and finish.

Ft. Riley Vehicle Wash Facility Renovation 09 9123 - 2 PAINTING CFMO #L294 12 June, 2015 W&C No. 15-400-025-00

1.4.2 Mock-up may remain as part of the work.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Deliver products to site in sealed and labeled containers; inspect to verify acceptability.

1.5.2 Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing.

1.5.3 Paint Materials: Store at minimum ambient temperature of 45 degrees F (7 degrees C) and a maximum of 90 degrees F (32 degrees C), in ventilated area, and as required by manufacturer's instructions.

1.6 FIELD CONDITIONS

1.6.1 Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer.

1.6.2 Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations.

1.6.3 Do not apply materials when relative humidity exceeds 85 percent; at temperatures less than 5 degrees F (3 degrees C) above the dew point; or to damp or wet surfaces.

1.6.4 Minimum Application Temperatures for Paints: 50 degrees F (10 degrees C) for s unless required otherwise by manufacturer's instructions.

1.6.5 Provide lighting level of 80 ft candles (860 lx) measured mid-height at substrate surface.

PART 2 PRODUCTS

2.1 MANUFACTURERS

2.1.1 Provide paints and finishes used in any individual system from the same manufacturer; no exceptions.

2.2 PAINTS AND FINISHES - GENERAL

2.2.1 Paints and Finishes: Ready mixed, unless intended to be a field-catalyzed paint.

a. Provide paints and finishes of a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating, with good flow and brushing properties, and capable of drying or curing free of streaks or sags.

b. Supply each paint material in quantity required to complete entire project's work from a single production run.

c. Do not reduce, thin, or dilute paint or finishes or add materials unless such procedure is specifically described in manufacturer's product instructions.

2.3 PAINT SYSTEMS -

2.3.1 Paint Color – Match existing wall colors.

2.3.2 Paint I-OP - Surfaces to be Painted, Unless Otherwise Indicated: Including concrete masonry units, uncoated steel, shop primed steel, and galvanized steel.

a. Two top coats and one coat primer.

b. Top Coat(s): Aliphatic Acrylic Urethane is a multi-use, two-component Aliphatic Acrylic

Urethane..

(1) Products:

(a) Corotech Acrylic Urethane, V515, or approved equal..

Ft. Riley Vehicle Wash Facility Renovation 09 9123 - 3 PAINTING

c. Primer: As specified under "PRIMERS" below.

2.4 PRIMERS

2.4.1 Primers: Provide the following unless other primer is required or recommended by manufacturer of top coats.

a. 100% Solids Epoxy Pre-Primer is a two component penetrating epoxy sealer..

(1) Products:

(a) Corotech Pre-Primer, V155, or approved equal..

2.5 ACCESSORY MATERIALS

2.5.1 Accessory Materials: Provide primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials as required for final completion of painted surfaces.

2.5.2 Patching Material: Latex filler.

2.5.3 Fastener Head Cover Material: Latex filler.

2.5.4 Cleaner: Oil and Grease Emulsifier

a. Products:

(1) Corotech V600, or approved equal.

PART 3 EXECUTION

3.1 EXAMINATION

3.1.1 Verify that surfaces are ready to receive work as instructed by the product manufacturer.

3.1.2 Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially effect proper application.

3.1.3 Test shop-applied primer for compatibility with subsequent cover materials.

3.2 PREPARATION

3.2.1 Clean surfaces thoroughly and correct defects prior to application.

3.2.2 Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.2.3 Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim, escutcheons, and fittings, prior to preparing surfaces or finishing.

3.2.4 Seal surfaces that might cause bleed through or staining of topcoat.

3.2.5 Masonry:

a. Prepare surface as recommended by top coat manufacturer.

b. Clean surfaces with oil and grease emulsifier.

3.2.6 Galvanized Surfaces:

a. Remove surface contamination and oils and wash with solvent according to SSPC-SP 1.

3.2.7 Ferrous Metal:

a. Solvent clean according to SSPC-SP1.

b. Shop-Primed Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Re-prime entire shop-primed item.

c. Remove rust, loose mill scale, and other foreign substances using using methods recommended in writing by paint manufacturer and blast cleaning according to SSPC-SP 6 "Commercial Blast Cleaning". Protect from corrosion until coated.

Ft. Riley Vehicle Wash Facility Renovation 09 9123 - 4 PAINTING

3.3 APPLICATION

3.3.1 Apply products in accordance with manufacturer's written instructions; review application of primer in detail.

3.3.2 Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied.

3.3.3 Apply each coat to uniform appearance in thicknesses specified by manufacturer.

3.3.4 Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat.

3.3.5 Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing.

END OF SECTION

PIPE BOLLARD SCHEDULE

A B C D

6"6"

EPIPE DIA./

DESIGNATION

1'-6"4'-6"3'-0"8'-0"

PAINT BOLLARD WITH

REFLECTIVE SAFETY

YELLOW PAINT

FINISHED GRADE LINE

4000 PSI

CONCRETE

EXISTING PAVEMENT

STEEL PIPE, HOT DIP

GALVANIZED (SCHEDULE 40)

FILLED WITH 4000 PSI

CONCRETE

STUD ANCHORS

(4"x1/2" DIA.

AT QUARTER

POINTS OF PIPE)

C

6" MIN.

6" M

IN

6" 1'-0"

1'-0"

D

A B

E

CORE DRILL EXISTING PAVEMENT.

PROVIDE 1/2" PREFORM JOINT MATERIAL

BETWEEN EXISTING PAVEMENT AND

BOLLARD FOUNDATION

4' -1

4'-1"

8' -0

'-2

4'-0"

4' -9

1 2" S

Q

3'-8"

1'-9"

5'-0"

7' -7

1 2"

2' -6

4'-9"

3"

8"

DRAWN BY

CHECKED BY

SHEET TITLE

SHEET OF

PROJECT NO:

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SHEET KEYNOTES

A1 SCALE: 1/8" = 1'-0"

FLOOR PLAN

A. SEE DETAIL SHEET FOR HAND RAIL.

B. PAINTING:

1. CLEANER: CLEAN ALL EXISTING PREVIOUSLY PAINTED SURFACES THAT WILL

RECEIVE NEW PAINT FINISH.

2. OIL & GREASE EMULSIFIER; V600.

3. PRIMER: THE PRIMER GOES A LONG WAY AND NOTE NEEDS TO BE ADDED TO

SPREAD AS THIN PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.

4. 100% SOLID EPOXY; PRE-PRIMER V155.

5. FINISH COATS: 2 COATS: ALIPHATIC ACRYLIC; URETHANE V515.

6. MANUFACTURED BY BENJAMIN MOORE & CO.

GENERAL SHEET NOTES

1. INSTALL NEW OVERHEAD DOOR. REFER TO SPECIFICATIONS.

2. INSTALL NEW OPERATORS SHED. REFER TO SPECIFICATIONS AND ELECTRICAL

PLAN.

3. INSTALL 6" BOLLARDS. SEE DETAIL F5 THIS SHEET.

4. REFER TO SPECIFICATION 13 3001. ALL STRUCTURAL COMPONENTS TO BE

EXTRUDED ALUMINUM 6063-T5 ALLOY. BASE TO BE 4X3X3/16" ANGLE, CORNER POST

TO BE 3X3X3/8" GROOVED ANGEL; GROOVED INTERMEDIATE TEES TO BE 3X2

1/8X3/8"; TOP ANGLE TO BE 2 1/2X2 1/2X3/16".

5. WALL PANELS TO BE MINIMUM OF 1/2" MEDEX LAMINATED ON BOTH SIDES WITH 0.03

FIBERGLASS REINFORCED PLASTIC. PANELS TO BE ATTACHED TO STRUCTURAL

MEMBERS WITH FASTENERS NOT EXPOSED ON BUILDING EXTEROR.

6. FLOOR TO CONSIST OF ONE LAYER OF 5/8" PARTICLE BOARD AND ONE LAYER OF

PLYWOOD UNDERLAYMENT AS THE CORE WITH A VAPOR BARRIER ON THE

EXTERIOR SURFACE. INTERIOR SURFACE SHALL BE ALUMINUM TREADPLATE.

7. CEILING TO BE 5/8" WHITE VINYL FACED PARTICLE BOARD.

8. 4'X3' WINDOW TO BE HEAVY DUTY SLIDING, LOCKABLE AND PILE WEATHER

STRIPPED. GLASS TO BE MINIMUM 1/8" CLEAR TEMPERED SAFETY GLASS.

9. SWING DOOR TO BE 20 GAUGE STEEL, 1 3/4" THICK WITH THRESHOLD AND 2'X2'

WINDOW WITH 1/4" CLEAR TEMPERED SAFETY GLASS. HINGES TO BE 1 1/2" PAIR 4

1/2" X 4 1/2". LOCKSET REFER TO SPECIFICATIONS, LEVER HANDLE, CLOSER TO BE

SPRING TYPE.

10. ELECTRICAL: CONDUIT AND WIRING TO BE SURFACE MOUNTED AND INSTALLED PER

NEC AND CARRYING THE IBEW LABEL.

11. COUNTER MOUNTED 42" AFF.

12. 1'6" X 3' WINDOW TO BE HEAVY DUTY STATIONARY. 1/8" CLEAR TEMPERED SAFETY

GLASS

13. 48" CONVEX MIRROR. 3/16" THICK TEMPERED GLASS, SHATTER-RESISTANT. MOUNT

12' AFF. ATTACHED TO EXISTING CONCRETE BEAM.

14. ALTERNATE NO. 2: INSTALL GUARD RAILING. SEE DETAIL SHEET A-501.

15. 6" THICK CONCRETE PAD, 4,000 PSI AT 28 DAYS, #4 @ 18" EA WAY 2" CLEAR FROM

FACE. TOP OF CONCRETE PAD TO BE MINIMUM OF 3" HIGHER THEN EXISTING FINISH

GRADE. TURN DOWN EDGE WITH 8" WIDE STEM WALL 2'-0" DEEP.

16. PAINT EAST WALL IN WASHBAY FROM FLOOR TO CEILING.

17. SAW CUT EXISTING PAVEMENT FOR NEW OPERATOR SHED.

(TYP)

F5 NTS

BOLLARD DETAIL

A5 SCALE: 1/2" = 1'-0"

ENLARGED FLOOR PLAN

A-101

A5

4 5 6 7

WASH BAY

PUMP ROOM

OFFICE

WOMEN

RR

MEN

RR

F7 SCALE: 1/2" = 1'-0"

OPERATOR SHED SECTION

F7

EXISTING PAVEMENT

PROVIDE 1/2" PREFORM JOINT

MATERIAL BETWEEN EXISTING

PAVEMENT AND FOUNDATION

-2 2-

4' - 8" MAX

E Q

E Q

4"

1-1/2" DIA TUBE RAILING

1/4" PLATE

TOE RAIL

ANCHOR PLATE

(8 x 8 x 3/8")

EPOXY ANCHORS

W/ WIRE SCREEN SOCK

(5/8" DIA BOLT x 4" MIN EMBED)

OVERSIZE PIPE SLEEVE

(1-1/2" PIPE)

MEZZANINE FLOOR

4' - 8" MAX

PROCESS PIPING

A

A

TYPE "A" RAILING

16'-0" +/-

TYPE "B" RAILING

16'-0" +/-

SECTION B-B

TYPE "B" RAILING

MEZZANINE FLOOR4"

E Q

E Q

1-1/2" DIA TUBE RAILING

1/4" PLATE

TOE RAIL

ANCHOR PLATE

(8 x 8 x 3/8")EPOXY ANCHORS

W/ WIRE SCREEN SOCK

(5/8" DIA BOLT x 4" MIN EMBED)

OVERSIZE PIPE

(1-1/2" PIPE)

SECTION A-A

TYPE "A" RAILING

6 x 4 x 1/4" LLH

STEEL ANGLE

TOE RAIL

MEZZANINE FLOOR 4"

E Q

E Q

1-1/2" DIA TUBE RAILING

6 x 4 x 1/4" LLH

STEEL ANGLE

TOE RAIL

ANCHOR PLATE

(8 x 8 x 3/8") EPOXY ANCHORS

W/ WIRE SCREEN SOCK

(5/8" DIA BOLT x 4" MIN EMBED)

OVERSIZE PIPE

(1-1/2" PIPE)

TYPE "A" RAILING

BEYOND

PROCESS PIPING

B

B

6"

RAILING ELEVATION

DRAWN BY

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