Vol 2 - Garney Construction

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SECTION 01 42 13ABBREVIATIONS AND ACRONYMSPART 1GENERAL1.01 REFERENCE TO STANDARDS AND SPECIFICATIONS OF TECHNICALSOCIETIESA. Reference to standards and specifications of technical societies and reportingand resolving discrepancies associated therewith shall be as provided inArticle 3 of the General Conditions, and as may otherwise be required hereinand in the individual Specification sections.B. Work specified by reference to published standard or specification ofgovernment agency, technical association, trade association, professionalsociety or institute, testing agency, or other organization shall meetrequirements or surpass minimum standards of quality for materials andworkmanship established by designated standard or specification.C. Where so specified, products or workmanship shall also meet or exceedadditional prescriptive or performance requirements included within ContractDocuments to establish a higher or more stringent standard of quality thanrequired by referenced standard.D. Where two or more standards are specified to establish quality, product andworkmanship shall meet or exceed requirements of most stringent.E. Where both a standard and a brand name are specified for a product inContract Documents, proprietary product named shall meet or exceedrequirements of specified reference standard.F. Copies of standards and specifications of technical societies:1.02 ABBREVIATIONS1. Copies of applicable referenced standards have not been bound in theseContract Documents.2. Where copies of standards are needed by Contractor, obtain a copy orcopies directly from publication source and maintain in an orderlymanner at the Site as Work Site records, available to Contractor’spersonnel, Subcontractors, Owner, and Engineer.A. Abbreviations for trade organizations and government agencies: Following isa list of construction industry organizations and government agencies to whichreferences may be made in the Contract Documents, with abbreviations used.PW/WBG/382059ABBREVIATIONS AND ACRONYMSAUGUST 15, 2012 01 42 13 - 1©COPYRIGHT 2012 CH2M HILL
1. AA Aluminum Association2. AABC Associated Air Balance Council3. AAMA American Architectural ManufacturersAssociation4. AASHTO American Association of State Highway andTransportation Officials5. ABMA American Bearing Manufacturers’ Association6. ACI American Concrete Institute7. AEIC Association of Edison Illuminating Companies8. AGA American Gas Association9. AGMA American Gear Manufacturers’ Association10. AI Asphalt Institute11. AISC American Institute of Steel <strong>Construction</strong>12. AISI American Iron and Steel Institute13. AITC American Institute of Timber <strong>Construction</strong>14. ALS American Lumber Standards15. AMCA Air Movement and Control Association16. ANSI American National Standards Institute17. APA APA – The Engineered Wood Association18. API American Petroleum Institute19. APWA American Public Works Association20. AHRI Air-Conditioning, Heating, and RefrigerationInstitute21. ASA Acoustical Society of America22. ASABE American Society of Agricultural and BiologicalEngineers23. ASCE American Society of Civil Engineers24. ASHRAE American Society of Heating, Refrigerating andAir-Conditioning Engineers, Inc.25. ASME American Society of Mechanical Engineers26. ASNT American Society for Nondestructive Testing27. ASSE American Society of Sanitary Engineering28. ASTM ASTM International29. AWI Architectural Woodwork Institute30. AWPA American Wood Preservers’ Association31. AWPI American Wood Preservers’ Institute32. AWS American Welding Society33. AWWA American Water Works Association34. BHMA Builders Hardware Manufacturers’ Association35. CBM Certified Ballast Manufacturer36. CDA Copper Development Association37. CGA Compressed Gas Association38. CISPI Cast Iron Soil Pipe Institute39. CMAA Crane Manufacturers’ Association of AmericaABBREVIATIONS AND ACRONYMSPW/WBG/38205901 42 13 - 2 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
Page 8 and 9: PagesDIVISION 27 (NOT USED)DIVISION
Page 10: DIVISION 43—PROCESS GAS AND LIQUI
Page 14: SECTION 01 11 00SUMMARY OF WORKPART
Page 17 and 18: 5. Estimated adjustment in price cl
Page 19 and 20: 2. Change Order constitutes full mu
Page 21 and 22: 1.06 FIELD ORDER75 percent of the a
Page 23 and 24: B. Base estimated progress payments
Page 26 and 27: SECTION 01 31 13PROJECT COORDINATIO
Page 28 and 29: E. Construct Work in the following
Page 30 and 31: per hour). Heating shall be provide
Page 32 and 33: d. Install Belt Filter Press No. 3
Page 34 and 35: 1. Roles and responsibilities of th
Page 36 and 37: 4. In event of discrepancy in data
Page 38 and 39: SECTION 01 31 19PROJECT MEETINGSPAR
Page 40: 1.08 FACILITY STARTUP MEETINGSA. Sc
Page 43 and 44: 10. Major structural, mechanical, e
Page 45 and 46: 4. Identify each activity with a un
Page 47 and 48: 1.07 SCHEDULE ACCEPTANCEA. Engineer
Page 50 and 51: SECTION 01 33 00SUBMITTAL PROCEDURE
Page 52 and 53: a. Contractor’s review stamp; com
Page 54 and 55: . Distribution:1) One copy furnishe
Page 56 and 57: K. Special Guarantee: Supplier’s
Page 60 and 61: 40. CRSI Concrete Reinforcing Steel
Page 62: 117. TCA Tile Council of North Amer
Page 65 and 66: C. Schedule manufacturer’ service
Page 67 and 68: 1. Title and objectives.2. Recommen
Page 70: OWNERMANUFACTURER’S CERTIFICATE O
Page 73 and 74: C. The presence or absence of a qua
Page 75 and 76: 1. Preparatory Phase:a. Notify Owne
Page 77 and 78: B. Content:another interim plan con
Page 79 and 80: are in compliance with the Contract
Page 82 and 83: SECTION 01 45 33SPECIAL INSPECTION
Page 84 and 85: E. Professional Observation:1. Does
Page 86 and 87: 2. Laboratory and field test report
Page 88 and 89: SECTION 01 50 00TEMPORARY FACILITIE
Page 90 and 91: E. Floor Space: Minimum 150 square
Page 92 and 93: 3.02 TEMPORARY UTILITIESA. Power:1.
Page 94 and 95: 8. Notify property owners and utili
Page 96 and 97: 2. Prior to commencing excavation a
Page 98 and 99: SECTION 01 57 13TEMPORARY EROSION A
Page 100 and 101: Physical PropertyGrab Tensile Stren
Page 102 and 103: 3.03 SEEDINGA. Schedules:1. Perform
Page 104 and 105: SECTION 01 61 00COMMON PRODUCT REQU
Page 106 and 107: 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
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C. Kawneer.D. Special Lite, Inc.2.0
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SECTION 08 33 23OVERHEAD COILING DO
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D. Surface Burning Characteristics,
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C. Complete wiring from disconnect
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1.03 SUBMITTALSA. Action Submittals
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2.03 FINISHJ. Isolation Tape:1. Man
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3.04 MANUFACTURER’S SERVICESA. Pr
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1.03 QUALITY ASSURANCEA. Qualificat
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6. Manufacturers and Products:a. Co
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2.09 STOPS AND HOLDERSA. BHMA A156.
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PART 3EXECUTION3.01 INSTALLATIONA.
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SECTION 08 80 00GLAZINGPART 1GENERA
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. Glass: Provide structural, physic
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3. Conforming to CPSC 16 CFR 1201 C
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B. Spacer Shims: Elastomeric materi
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B. Replacements and Repairs: Prior
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B. Informational Submittals:1. Fact
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C. Install insulated blank-off pane
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SECTION 09 06 00SCHEDULES FOR FINIS
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Space Floor Base Typical Wall Other
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1.02 DEFINITIONSA. Terms used in th
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B. Storage:1. Store products in a p
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ProductEpoxy, High SolidsPolyuretha
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3. Where the specified degree of su
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. Cleaning Methods: Steam, open fla
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4. Apply one spot coat of specified
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6. Coat units or surfaces to be bol
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1. Use on the following items or ar
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3.09 COLORSA. Match existing, unles
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3. Apply finish coats, including to
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PAINT PRODUCT DATA SHEETComplete an
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D. Finish:1. Border Face and Edge,
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F. Exit Signs (Type G):1. Material:
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PART 3EXECUTION3.01 INSTALLATION—
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MarkMaterialH-18 Sulfuric Acid(12.7
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SIGN SCHEDULESignSize Mounting Lett
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SIGN SCHEDULESignSize Mounting Lett
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1.04 ENVIRONMENTAL REQUIREMENTSA. S
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SECTION 22 10 01.02POLYVINYL CHLORI
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SECTION 22 10 01.08POLYETHYLENE (PE
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B. Drainage Products:1. General:a.
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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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