Vol 2 - Garney Construction

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2.07 POURABLE JOINT FILLERSA. Filler for Potable Water Containment Structures:1. Meet requirements of NSF 61.2. Multicomponent sealant, self-leveling or nonsag as required for level,sloping, or vertical joints.3. Color: White.4. Manufacturers and Products:a. Sika Chemical Co., Lyndhurst, NJ; Sikaflex-2C or Sikaflex-1A.b. Product Research Chemical Corp., Gloucester City, NJ; PermapolRC-270SL Reservoir Sealant or RC-270 Gun Grade ReservoirSealant, with PRC Primer No. 57.B. Filler for Nonpotable Water Containment Structures:1. Pourable, two-component, cold-applied compound meetingASTM C920, Type M, Grade P, Class 25, Use T.2. Color: Black.3. Manufacturer and Product: W.R. Meadows, Inc., Elgin, IL; Gardox.2.08 STEEL EXPANSION JOINT DOWELSA. Dowels: ASTM A36/A36M round smooth steel bars.B. Bar Coating: As specified in Section 09 90 00, Painting and Coating, withfactory-applied lubricating coating.2.09 ACCESSORIESA. Joint Sealant: Polyurethane as specified in Section 07 92 00, Joint Sealants.B. Nonshrink Grout: As specified in Section 03 62 00, Nonshrink Grouting.C. Roofing Felt: ASTM D226, Type II, 30-pound asphalt-saturated or equalweight of ASTM D227 coal-tar saturated felt.D. Reinforcing Steel: As specified in Section 03 21 00, Reinforcing Steel.E. Nails: Galvanized, as required for securing premolded joint filler.F. Masking Tape: As required to temporarily adhere to concrete at each side ofjoint to receive filler.G. Galvanized Rebar at Control Joints: ASTM A767/A767M andASTM A615/A615M Grade 60 prior to galvanizing.PW/WBG/382059CONCRETE JOINTSAUGUST 15, 2012AND ACCESSORIES©COPYRIGHT 2012 CH2M HILL 03 15 00 - 5
H. Ties for PVC Waterstop: “Hog Rings” or grommets for each edge at 12-inchmaximum spacing.PART 3EXECUTION3.01 GENERALA. Commence concrete placement after joint preparation is complete.B. Time Between Concrete Pours: As specified in Section 03 30 00, Cast-in-Place Concrete.3.02 SURFACE PREPARATIONA. <strong>Construction</strong> Joints: Prior to placement of abutting concrete, clean contactsurface:1. Remove laitance and spillage from reinforcing steel and dowels.2. Roughen surface to minimum of 1/4-inch amplitude:a. Sandblast after concrete has fully cured.b. Water blast after concrete has partially cured.c. Green cut fresh concrete with high pressure water and hand tools.3. Perform cleaning so as not to damage waterstop, if one is present.B. Expansion Joint:1. Use wire brush or other motorized device to mechanically roughen andthoroughly clean concrete surfaces on each side of joint from plasticwaterstop to top of joint.2. Use dry high pressure air to remove dust and foreign material, and dryjoint.3. Prime surfaces as required before placing joint filler.4. Avoid damage to waterstop.C. Contraction Joint and Control Joint:1. Coat concrete surfaces above and below plastic waterstop with bondbreaker.2. Do not damage or coat waterstop.D. <strong>Construction</strong> Joint with Hydrophilic Waterstop:1. Follow hydrophilic waterstop manufacturer’s written instructions.2. Clean debris, dirt, dust, and foreign material from concrete surface.Concrete surface must be smooth, clean, and dry. Grind concrete asrequired.CONCRETE JOINTSPW/WBG/382059AND ACCESSORIES AUGUST 15, 201203 15 00 - 6 ©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
Page 140 and 141: SECTION 02 41 00DEMOLITIONPART 1GEN
Page 142 and 143: 1.06 SEQUENCING AND SCHEDULINGA. Th
Page 144 and 145: 3. Patching shall be as specified a
Page 146 and 147: 4. Ensure that structural elements
Page 148: 3. Products, equipment and applianc
Page 151 and 152: 1.02 DEFINITIONSp. C1583/C1583M, St
Page 153 and 154: B. Demonstration Mockup for Hand-Ap
Page 155 and 156: 2.02 SYSTEM D—SITE-MIXED PORTLAND
Page 157 and 158: C. Do not use power-driven jackhamm
Page 159 and 160: D. Apply scrub coat of mortar worke
Page 161 and 162: 3.08 MORTAR REPAIR FAILED TESTA. Re
Page 163 and 164: 1.02 DEFINITIONSp. C1012/C1012M, St
Page 165 and 166: B. Pre-repair Conference:1. Require
Page 167 and 168: F. Splitting Tensile Strength, ASTM
Page 169 and 170: 2.06 WATERF. Abrasion Resistance De
Page 171 and 172: 2.10 EVAPORATION RETARDANTA. As spe
Page 173 and 174: M. Overlays:1. Square cut edges to
Page 175 and 176: 3. Liquid-membrane curing compounds
Page 177 and 178: 3.10 CLEANINGA. Remove excess repai
Page 179 and 180: 1.04 QUALIFICATIONSA. Formwork Desi
Page 181 and 182: 3. Inspect form surfaces prior to i
Page 184 and 185: SECTION 03 15 00CONCRETE JOINTS AND
Page 186 and 187: G. Thickness: Constant from bulb ed
Page 190 and 191: 3.03 INSTALLATION OF WATERSTOPSA. G
Page 192 and 193: B. Bituminous Type Premolded Joint
Page 194 and 195: SECTION 03 21 00REINFORCING STEELPA
Page 196 and 197: B. Mechanical Splices and Connectio
Page 198 and 199: 3. Welded Splices: Accomplish by fu
Page 200 and 201: SECTION 03 30 00CAST-IN-PLACE CONCR
Page 202 and 203: B. Contractor’s Licensed Design E
Page 204 and 205: h. Procedures for measuring and rec
Page 206 and 207: d. Slump and placement time to main
Page 208 and 209: 2.02 ANCILLARY MATERIALSA. Bonding
Page 210 and 211: Sieve Sizes2.04 CONCRETE MIXINGComb
Page 212 and 213: D. Conveyor Belts and Chutes:1. Des
Page 214 and 215: K. Cold Weather Placement:1. Unless
Page 216 and 217: 3.04 REPAIRING CONCRETEA. General:1
Page 218 and 219: B. Type S-1 (Steel Troweled Finish)
Page 220 and 221: 3.08 BEAM AND COLUMN FINISHESA. Typ
Page 222 and 223: 2. These specimens shall be in addi
Page 224 and 225: AreaWater-holding tanks, channels,
Page 226 and 227: CONCRETE MIX DESIGN, CLASS 5000F3S1
Page 228: 7. Unless otherwise permitted, mini
Page 231 and 232: Nominal Maximum Aggregate Sizein.
Page 233 and 234: D. Refer to PART 1 through PART 3 o
Page 235 and 236: Nominal Maximum AggregateSizein.
Page 237 and 238: 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
Page 546 and 547:
2. Guard faces of expanded metal ha
Page 548 and 549:
C. Unit Base:b. Sized and located t
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3) Selected for average life (ABMA
Page 552 and 553:
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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