Vol 2 - Garney Construction

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D. Adjust water flows in domestic water systems for reasonable water flows ateach plumbing fixture, terminal device, and recirculation loop. Flush valvefixtures shall be adjusted for proper flush cycle time and water quantity.3.03 FIELD QUALITY CONTROLA. Perform visual inspection for physical damage, blocked access, cleanliness,and missing items.END OF SECTIONPW/WBG/382059PLUMBING FIXTURESAUGUST 15, 2012 22 40 00 - 5©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
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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
Page 449 and 450: Space Floor Base Typical Wall Other
Page 451 and 452: 1.02 DEFINITIONSA. Terms used in th
Page 453 and 454: B. Storage:1. Store products in a p
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: 12. WCO, Wall Cleanout:a. Material:
Page 503 and 504: 4. Have a proven record of at least
Page 505 and 506: 4. Adjust outside air dampers, retu
Page 508 and 509: SECTION 23 09 00.01HVAC CONTROLS SE
Page 510 and 511: SECTION 23 09 13HVAC CONTROLS, FIEL
Page 512 and 513: SECTION 23 31 13METAL DUCTS AND ACC
Page 514 and 515: 1.02 DEFINITIONSd. Fire, Smoke, and
Page 516 and 517: E. Changes or alterations to layout
Page 518 and 519: D. Water-Based Sealants:1. Listed b
Page 520 and 521: 2. Provide fasteners that do not da
Page 522 and 523: 2.10 MANUAL DAMPERSA. Butterfly Man
Page 524 and 525: C. Penetrations:1. Provide duct sle
Page 526 and 527: D. Support horizontal ducts within
Page 528: 3.09 BALANCING OF AIR SYSTEMSA. Per
Page 531 and 532: e. Drawings showing layout, support
Page 533 and 534: B. Reinforcement:1. Veil: Chemical
Page 535 and 536: 3. Support Spacing:a. 24 Inch Diame
Page 537 and 538: 6. Anti-seize thread compound shall
Page 539 and 540: 4. 1-inch minimum flat rectangular
Page 541 and 542: 1.02 DEFINITIONS6. CSA America (CSA
Page 543 and 544: d) Static pressure, capacity, horse
Page 545 and 546: PART 2PRODUCTS2.01 EQUIPMENT SCHEDU
Page 547 and 548: 2. Panel Arrangement: Panels mechan
Page 549 and 550: 5) Base:a) All-welded heavy-gauge m
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d. Adequately sized access door(s)
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H. Control Dampers:1. Internally mo
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2.08 CORROSION PROTECTIONA. General
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a. Belt Drive (except Vane Axial):
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E. Vibration Testing:3.04 CLEANING1
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AIR HANDLING UNITSEQUIPMENT ID NUMB
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1.02 DEFINITIONSA. The following is
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PART 2PRODUCTS2.01 GENERALA. Specif
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5. Low pressure bypass shall be fac
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C. Coating Process:1. Coil Inspecti
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supervise initial operation, calibr
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WALL MOUNT AIR CONDITIONER 23 81 00
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