Vol 2 - Garney Construction

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SECTION 09 06 00SCHEDULES FOR FINISHESPART 1GENERAL1.01 SUBMITTALSA. Submittal requirements are specified in appropriate product sections.PART 2PRODUCTS2.01 GENERALA. Products and materials referred to in this section are specified in appropriateproduct sections.PART 3EXECUTION3.01 INSTALLATIONA. Requirements for incorporation of scheduled products into the Work arespecified in appropriate product sections.3.02 SUPPLEMENTSA. The supplements listed below, following “End of Section,” are a part of thisSpecification.1. Interior Finish Schedule: A tabulation of surface materials, finishes, andcolors for each interior space numbered on the Drawings.END OF SECTIONPW/WBG/382059SCHEDULES FOR FINISHESAUGUST 15, 2012 09 06 00 - 1©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,
Page 395 and 396: 1. Mask adjacent surfaces where nec
Page 397 and 398: Joint LocationsSealant Type(s)Other
Page 400: 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 448 and 449: INTERIOR FINISH SCHEDULEABBREVIATIO
Page 450 and 451: SECTION 09 90 00PAINTING AND COATIN
Page 452 and 453: 3. Factory Applied Coatings: Manufa
Page 454 and 455: 2.03 PAINT MATERIALSA. General:1. M
Page 456 and 457: d. Prior to blast cleaning, grind s
Page 458 and 459: more than 5 percent of each unit ar
Page 460 and 461: 4. Brush-off blast clean to remove
Page 462 and 463: c. Acid will react vigorously for a
Page 464 and 465: 4. Visually inspect concrete, mason
Page 466 and 467: G. System No. 25 Exposed PVC:Surfac
Page 468 and 469: pinholes, holidays, and discontinui
Page 470: PAINT SYSTEM DATA SHEETComplete thi
Page 474 and 475: SECTION 10 14 00SIGNAGEPART 1GENERA
Page 476 and 477: 2.04 SIGNSC. Manufacturers and Prod
Page 478 and 479: 6. Manufacturers and Products:a. Br
Page 480 and 481: MarkMaterialH-3 CalciumHydroxide (9
Page 482: 3.07 SUPPLEMENTS2. Operating Proced
Page 485 and 486: SIGN SCHEDULESignSize Mounting Lett
Page 488 and 489: SECTION 10 44 00PORTABLE FIRE AND S
Page 490: PART 3EXECUTION3.01 INSTALLATIONA.
Page 494 and 495: SECTION 22 10 01.08POLYETHYLENE (PE
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SECTION 22 40 00PLUMBING FIXTURESPA
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4. FD-2, Floor Drain (Unfinished Ar
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D. Adjust water flows in domestic w
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4. Have a proven record of at least
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4. Adjust outside air dampers, retu
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SECTION 23 09 00.01HVAC CONTROLS SE
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SECTION 23 09 13HVAC CONTROLS, FIEL
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SECTION 23 31 13METAL DUCTS AND ACC
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1.02 DEFINITIONSd. Fire, Smoke, and
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E. Changes or alterations to layout
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D. Water-Based Sealants:1. Listed b
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2. Provide fasteners that do not da
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2.10 MANUAL DAMPERSA. Butterfly Man
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C. Penetrations:1. Provide duct sle
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D. Support horizontal ducts within
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3.09 BALANCING OF AIR SYSTEMSA. Per
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e. Drawings showing layout, support
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B. Reinforcement:1. Veil: Chemical
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3. Support Spacing:a. 24 Inch Diame
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6. Anti-seize thread compound shall
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4. 1-inch minimum flat rectangular
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1.02 DEFINITIONS6. CSA America (CSA
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d) Static pressure, capacity, horse
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PART 2PRODUCTS2.01 EQUIPMENT SCHEDU
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2. Panel Arrangement: Panels mechan
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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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