Vol 2 - Garney Construction

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3. Factory Applied Coatings: Manufacturer’s certification stating factoryapplied coating system meets or exceeds requirements specified.4. Manufacturer’s written verification that submitted material is suitablefor the intended use.5. If the manufacturer of finish coating differs from that of shop primer,provide finish coating manufacturer’s written confirmation thatmaterials are compatible.6. Manufacturer’s written instructions and special details for applying eachtype of paint.1.04 QUALITY ASSURANCEA. Applicator Qualifications: Minimum 5 years’ experience in application ofspecified products.B. Regulatory Requirements:1. Meet federal, state, and local requirements limiting the emission ofvolatile organic compounds.2. Perform surface preparation and painting in accordance withrecommendations of the following:a. Paint manufacturer’s instructions.b. SSPC PA 3, Guide to Safety in Paint Applications.c. Federal, state, and local agencies having jurisdiction.C. Mockup:1. Before proceeding with Work under this section, finish one completespace or item of each color scheme required showing selected colors,finish texture, materials, quality of work, and special details.2. After Engineer approval, sample spaces or items shall serve as astandard for similar work throughout the Project.1.05 DELIVERY, STORAGE, AND HANDLINGA. Shipping:1. Where precoated items are to be shipped to the Site, protect coatingfrom damage. Batten coated items to prevent abrasion.2. Protect shop painted surfaces during shipment and handling by suitableprovisions including padding, blocking, and use of canvas or nylonslings.PW/WBG/382059PAINTING AND COATINGAUGUST 15, 2012 09 90 00 - 3©COPYRIGHT 2012 CH2M HILL
B. Storage:1. Store products in a protected area that is heated or cooled to maintaintemperatures within the range recommended by paint manufacturer.2. Primed surfaces shall not be exposed to weather for more than 2 monthsbefore being topcoated, or less time if recommended by coatingmanufacturer.1.06 PROJECT CONDITIONSA. Environmental Requirements:1. Do not apply paint in temperatures or moisture conditions outside ofmanufacturer’s recommended maximum or minimum allowable.2. Do not perform final abrasive blast cleaning whenever relative humidityexceeds 85 percent, or whenever surface temperature is less than5 degrees F above dew point of ambient air.PART 2PRODUCTS2.01 MANUFACTURERSA. Nationally recognized manufacturers of paints and protective coatings who areregularly engaged in the production of such materials for essentially identicalservice conditions.B. Minimum of 5 years’ verifiable experience in manufacture of specifiedproduct.C. Each of the following manufacturers is capable of supplying most of theproducts specified herein:1. Carboline Coatings.2. Induron Protective Coatings.3. PPG Industries.4. Tnemec Company, Inc.2.02 ABRASIVE MATERIALSA. Select abrasive type and size to produce surface profile that meets coatingmanufacturer’s recommendations for specific primer and coating system to beapplied.PAINTING AND COATINGPW/WBG/38205909 90 00 - 4 AUGUST 15, 2012©COPYRIGHT 2012 CH2M HILL
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CONTRACT DOCUMENTS ANDSPECIFICATION
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TABLE OF CONTENTSPagesTECHNICAL SPE
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PagesDIVISION 8—OPENINGS08 06 01
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PagesDIVISION 27 (NOT USED)DIVISION
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DIVISION 43—PROCESS GAS AND LIQUI
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SECTION 01 11 00SUMMARY OF WORKPART
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5. Estimated adjustment in price cl
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2. Change Order constitutes full mu
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1.06 FIELD ORDER75 percent of the a
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B. Base estimated progress payments
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SECTION 01 31 13PROJECT COORDINATIO
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E. Construct Work in the following
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per hour). Heating shall be provide
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d. Install Belt Filter Press No. 3
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1. Roles and responsibilities of th
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4. In event of discrepancy in data
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SECTION 01 31 19PROJECT MEETINGSPAR
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1.08 FACILITY STARTUP MEETINGSA. Sc
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10. Major structural, mechanical, e
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4. Identify each activity with a un
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1.07 SCHEDULE ACCEPTANCEA. Engineer
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SECTION 01 33 00SUBMITTAL PROCEDURE
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a. Contractor’s review stamp; com
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. Distribution:1) One copy furnishe
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K. Special Guarantee: Supplier’s
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SECTION 01 42 13ABBREVIATIONS AND A
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40. CRSI Concrete Reinforcing Steel
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117. TCA Tile Council of North Amer
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C. Schedule manufacturer’ service
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1. Title and objectives.2. Recommen
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OWNERMANUFACTURER’S CERTIFICATE O
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C. The presence or absence of a qua
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1. Preparatory Phase:a. Notify Owne
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B. Content:another interim plan con
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are in compliance with the Contract
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SECTION 01 45 33SPECIAL INSPECTION
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E. Professional Observation:1. Does
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2. Laboratory and field test report
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SECTION 01 50 00TEMPORARY FACILITIE
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E. Floor Space: Minimum 150 square
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3.02 TEMPORARY UTILITIESA. Power:1.
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8. Notify property owners and utili
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2. Prior to commencing excavation a
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SECTION 01 57 13TEMPORARY EROSION A
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Physical PropertyGrab Tensile Stren
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3.03 SEEDINGA. Schedules:1. Perform
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SECTION 01 61 00COMMON PRODUCT REQU
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C. Unload products in accordance wi
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I. Authority Having Jurisdiction (A
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D. Repaint painted surfaces that ar
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C. Damaged or incomplete products t
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3.02 FIELD FINISHINGA. Products wil
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esult in a deferral by Engineer to
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3.02 FINAL CLEANINGA. At completion
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B. Instructional Manual Format:1. B
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h. Where applicable, identify insta
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c. Use only 8-1/2-inch by 11-inch s
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Equipment RecordPage 1 of 2Equipmen
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SECTION 01 91 14EQUIPMENT TESTING A
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C. Provide temporary valves, gauges
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5. Unless otherwise indicated, furn
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UNIT PROCESS STARTUP FORMOWNER:PROJ
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SECTION 02 41 00DEMOLITIONPART 1GEN
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1.06 SEQUENCING AND SCHEDULINGA. Th
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3. Patching shall be as specified a
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4. Ensure that structural elements
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3. Products, equipment and applianc
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1.02 DEFINITIONSp. C1583/C1583M, St
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B. Demonstration Mockup for Hand-Ap
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2.02 SYSTEM D—SITE-MIXED PORTLAND
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C. Do not use power-driven jackhamm
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D. Apply scrub coat of mortar worke
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3.08 MORTAR REPAIR FAILED TESTA. Re
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1.02 DEFINITIONSp. C1012/C1012M, St
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B. Pre-repair Conference:1. Require
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F. Splitting Tensile Strength, ASTM
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2.06 WATERF. Abrasion Resistance De
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2.10 EVAPORATION RETARDANTA. As spe
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M. Overlays:1. Square cut edges to
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3. Liquid-membrane curing compounds
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3.10 CLEANINGA. Remove excess repai
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1.04 QUALIFICATIONSA. Formwork Desi
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3. Inspect form surfaces prior to i
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SECTION 03 15 00CONCRETE JOINTS AND
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G. Thickness: Constant from bulb ed
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2.07 POURABLE JOINT FILLERSA. Fille
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3.03 INSTALLATION OF WATERSTOPSA. G
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B. Bituminous Type Premolded Joint
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SECTION 03 21 00REINFORCING STEELPA
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B. Mechanical Splices and Connectio
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3. Welded Splices: Accomplish by fu
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SECTION 03 30 00CAST-IN-PLACE CONCR
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B. Contractor’s Licensed Design E
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h. Procedures for measuring and rec
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d. Slump and placement time to main
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2.02 ANCILLARY MATERIALSA. Bonding
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Sieve Sizes2.04 CONCRETE MIXINGComb
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D. Conveyor Belts and Chutes:1. Des
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K. Cold Weather Placement:1. Unless
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3.04 REPAIRING CONCRETEA. General:1
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B. Type S-1 (Steel Troweled Finish)
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3.08 BEAM AND COLUMN FINISHESA. Typ
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2. These specimens shall be in addi
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AreaWater-holding tanks, channels,
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CONCRETE MIX DESIGN, CLASS 5000F3S1
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7. Unless otherwise permitted, mini
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Nominal Maximum Aggregate Sizein.
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D. Refer to PART 1 through PART 3 o
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Nominal Maximum AggregateSizein.
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4. Limit supplementary cementitious
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materials providing sulfate resista
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B. Preinstallation Training: Manufa
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C. Epoxy Joint Filler:1. Allow 90 d
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PART 2PRODUCTS2.01 MATERIALSA. Wate
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SECTION 03 40 00PRECAST CONCRETEPAR
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C. Mockup Panels for Architectural
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2.03 DESIGN REQUIREMENTSA. Structur
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E. Lifting and Setting Panels in Po
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SECTION 03 62 00NONSHRINK GROUTINGP
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ApplicationMachine bases 25 hp orle
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PART 3EXECUTION3.01 NONSHRINK GROUT
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SUPPLEMENT 1(Test Lab Name)(Address
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6. Perform final observation at 24
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1.04 QUALITY ASSURANCEA. Qualificat
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3.02 FIELD QUALITY CONTROLA. Specia
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c. Cast stone trim Samples not less
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2.03 MORTAR AND GROUT MATERIALSA. M
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2.07 MASONRY ACCESSORIES AND ANCILL
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2.09 GROUT PREPARATIONA. Mix grout
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G. Masonry Control Joints:1. Provid
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acid, remove stains with fiber brus
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SECTION 04 22 00CONCRETE UNIT MASON
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5. Demonstrate ability to keep insu
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C. Aggregates:1. Mortar: ASTM C144,
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3.02 PREPARATIONA. Prepare surface
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4. As units are laid, remove excess
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6. Vertical Reinforcement:a. First
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24 hours, and for additional time a
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SECTION 05 05 23WELDINGPART 1GENERA
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1.04 QUALIFICATIONSA. WPSs: In acco
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6. Supervise nondestructive testing
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SECTION 05 50 00METAL FABRICATIONSP
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ff.gg.hh.ii.jj.kk.ll.1.02 DEFINITIO
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B. Package stainless steel items in
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B. Anchor Bolt Sleeves:1. Plastic:a
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2.08 U-CHANNEL CONCRETE INSERTSA. R
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2.12 SIDEWALK DOORSA. Load Capacity
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2.14 HATCH SAFETY NETA. General:1.
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B. Components and Accessories:1. Fo
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E. Galvanizing:1. Fabricate steel t
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C. Minimum Bolt Size: 1/2-inch diam
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3.08 ELECTROLYTIC PROTECTIONA. Alum
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Service Useand Location Product Rem
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SECTION 05 52 00METAL RAILINGSPART
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c. Deflection Criteria: In accordan
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C. Rails, Posts, and Formed Elbows:
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e. Formed Aluminum Wall Flange:1) M
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PART 3EXECUTION3.01 GENERALA. Provi
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1. Treatment of Field Welds for Gal
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B. Informational Submittals:1. Spec
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2.05 FABRICATION4. Manufacturers an
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SECTION 06 10 00ROUGH CARPENTRYPART
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D. Protect fire-retardant materials
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c. Wood framing members less than 1
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B. Use FR-S rated wood on interior
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B. Weather: Clear with no precipita
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3.05 PROTECTIONA. Protect adjacent
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PART 2PRODUCTS2.01 BATT INSULATION
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SECTION 07 52 16SBS-MODIFIED BITUMI
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C. Preroofing Conference:1. Attende
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B. Membrane and Flashing Materials:
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C. Tapered Board System:1. Factory
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3.03 FIELD QUALITY CONTROLA. Concre
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C. Wind Uplift Pressure: Determine
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2.02 REGLETS AND COUNTERFLASHINGA.
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2.06 FABRICATION OF FLASHINGA. Fiel
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B. Verify nailing strips and blocki
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SECTION 07 70 01ROOF SPECIALTIES AN
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C. Manufacturers and Products:2.05
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2. Use appropriate pipe curb assemb
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1.05 SPECIAL GUARANTEEA. Product: F
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H. Type 6—One-Part Polyurethane,
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1. Mask adjacent surfaces where nec
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Joint LocationsSealant Type(s)Other
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DOOR AND HARDWARE SCHEDULEABBREVIAT
Page 405 and 406: C. Kawneer.D. Special Lite, Inc.2.0
Page 408 and 409: SECTION 08 33 23OVERHEAD COILING DO
Page 410 and 411: D. Surface Burning Characteristics,
Page 412: C. Complete wiring from disconnect
Page 415 and 416: 1.03 SUBMITTALSA. Action Submittals
Page 417 and 418: 2.03 FINISHJ. Isolation Tape:1. Man
Page 419 and 420: 3.04 MANUFACTURER’S SERVICESA. Pr
Page 421 and 422: 1.03 QUALITY ASSURANCEA. Qualificat
Page 423 and 424: 6. Manufacturers and Products:a. Co
Page 425 and 426: 2.09 STOPS AND HOLDERSA. BHMA A156.
Page 427 and 428: PART 3EXECUTION3.01 INSTALLATIONA.
Page 430 and 431: SECTION 08 80 00GLAZINGPART 1GENERA
Page 432 and 433: . Glass: Provide structural, physic
Page 434 and 435: 3. Conforming to CPSC 16 CFR 1201 C
Page 436 and 437: B. Spacer Shims: Elastomeric materi
Page 438: B. Replacements and Repairs: Prior
Page 441 and 442: B. Informational Submittals:1. Fact
Page 443 and 444: C. Install insulated blank-off pane
Page 446: SECTION 09 06 00SCHEDULES FOR FINIS
Page 449 and 450: Space Floor Base Typical Wall Other
Page 451: 1.02 DEFINITIONSA. Terms used in th
Page 455 and 456: ProductEpoxy, High SolidsPolyuretha
Page 457 and 458: 3. Where the specified degree of su
Page 459 and 460: . Cleaning Methods: Steam, open fla
Page 461 and 462: 4. Apply one spot coat of specified
Page 463 and 464: 6. Coat units or surfaces to be bol
Page 465 and 466: 1. Use on the following items or ar
Page 467 and 468: 3.09 COLORSA. Match existing, unles
Page 469 and 470: 3. Apply finish coats, including to
Page 472: PAINT PRODUCT DATA SHEETComplete an
Page 475 and 476: D. Finish:1. Border Face and Edge,
Page 477 and 478: F. Exit Signs (Type G):1. Material:
Page 479 and 480: PART 3EXECUTION3.01 INSTALLATION—
Page 481 and 482: MarkMaterialH-18 Sulfuric Acid(12.7
Page 484 and 485: SIGN SCHEDULESignSize Mounting Lett
Page 486: SIGN SCHEDULESignSize Mounting Lett
Page 489 and 490: 1.04 ENVIRONMENTAL REQUIREMENTSA. S
Page 492: SECTION 22 10 01.02POLYVINYL CHLORI
Page 495 and 496: SECTION 22 10 01.08POLYETHYLENE (PE
Page 497 and 498: B. Drainage Products:1. General:a.
Page 499 and 500: 12. WCO, Wall Cleanout:a. Material:
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SECTION 23 05 93TESTING, ADJUSTING,
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B. General:1. When adjustments are
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B. Balancing Log Report Requirement
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D. Smoke Safety Control:1. Locate d
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2. Service:a. Process Fluid: Air, u
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k. A1008/A1008M, Standard Specifica
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1.04 QUALITY ASSURANCE5) Hangers an
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4. For ductwork that is required to
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B. Elbows:1. Fit square-turn elbows
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2.09 DUCTWORK HANGERS AND SUPPORTSA
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. Size to allow insertion of pitot
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2. Determine location of spin-in af
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B. Manual Dampers:1. Provide balanc
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SECTION 23 31 16.16THERMOSET FIBERG
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1.04 DELIVERY, STORAGE, AND HANDLIN
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C. Keep use of flanges to a minimum
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. Blades: Fiberglass reinforced pla
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SECTION 23 37 00AIR OUTLETS AND INL
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SECTION 23 77 00AIR HANDLING UNITSP
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1.03 SUBMITTALS14. IEC: Internation
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1.04 QUALITY ASSURANCEA. Fans: Lice
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2. Guard faces of expanded metal ha
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C. Unit Base:b. Sized and located t
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3) Selected for average life (ABMA
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2. Media Schedule:a. Main Filter:1)
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2) Sized and located to provide eas
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2.10 SOURCE QUALITY CONTROLA. Facto
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3.02 FIELD QUALITY CONTROLA. Functi
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AIR HANDLING UNITSEQUIPMENT ID NUMB
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SECTION 23 81 00UNITARY AIR-CONDITI
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1.04 QUALITY ASSURANCEA. Heating an
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D. Refrigeration Components:1. Refr
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4. Disconnects: Factory installed n
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C. Anchor Bolts: Type 316 stainless
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3.04 MANUFACTURER’S SERVICESA. Pr
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