Vol 2 - Garney Construction

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B. Compression Strength Test:1. Test in accordance with ASTM C109/C109M, except modified bymaking samples using repair mortar.2. Obtain production samples of mixed wet mortar materials from nozzle,or mixer, during construction for compliance with Specifications fortesting at 7 days, and 28 days.3. Provide a minimum of three samples for each 1,000 square feet ofmortar repair, and a minimum of three samples in total, whichever isgreater, for testing.4. Record location where repair mortar is being applied at time productionsamples are obtained.C. Direct Tension Bond Test:1. In Situ Bond Testing: Perform tension bond test in accordance withASTM C1583/C1583M.2. Record locations on in situ bond tests on each type of applied repairmortar.D. Testing laboratory retained by Owner will test the following:1. Compression Strength Test:a. Testing will follow a “modified” ASTM C109/C109M.b. A minimum of three production samples of mixed material will beobtained from each 1,000 square feet of mortar repair, and aminimum of three samples in total, whichever is greater, fortesting at 7 days, and 28 days.c. Record location where repair mortar is being applied at timeproduction samples are obtained.2. Direct Tension Bond Test:a. Two core samples will be obtained and tested for each2,000 square feet of repair work.b. Cores will be 2-1/2-inch or 3-inch diameter to a total depth equalto at least 2.5 times repair mortar thickness.c. Bond Strength of Repair Mortar to Substrate Concrete: 300 psiminimum in direct tension without failure or movement.d. Record locations of Bond Tests on each type of applied repairmortar tested.E. Retest mortar repairs that do not meet test requirements.F. Repair and fill holes using same repair mortar where core samples have beenremoved.PW/WBG/382059REPAIR OF VERTICAL AND OVERHEADAUGUST 15, 2012CONCRETE SURFACES©COPYRIGHT 2012 CH2M HILL 03 01 32 - 11
3.08 MORTAR REPAIR FAILED TESTA. Remove and replace unacceptable Work.B. Hollow Sounding Areas: Saw cut hollow sounding areas to a new squareedge. Remove unsound mortar repair. Prepare substrate surface and reapplyrepair mortar as specified herein above.C. Failed Compression Strength Test: Remove affected areas of repair mortarrepresented by failed compression strength test results. Prepare substratesurface and reapply repair mortar as specified herein above.D. Failed Bond Tests: Remove affected areas of repair mortar represented byfailed bond test results. Prepare substrate surface and reapply repair mortar asspecified herein above.E. Retest areas where repair mortar was removed and replaced, in accordancewith test requirements specified herein above.3.09 MANUFACTURER’S SERVICESA. Provide repair mortar system manufacturer’s representative at Site inaccordance with Section 01 43 33, Manufacturers’ Field Services, for reviewacceptability of surface preparation, mixing and installation assistance,inspection, and Certification of Proper Installation.END OF SECTIONREPAIR OF VERTICAL AND OVERHEADPW/WBG/382059CONCRETE SURFACES AUGUST 15, 201203 01 32 - 12 ©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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Page 113 and 114: C. Damaged or incomplete products t
Page 115 and 116: 3.02 FIELD FINISHINGA. Products wil
Page 117 and 118: esult in a deferral by Engineer to
Page 119 and 120: 3.02 FINAL CLEANINGA. At completion
Page 121 and 122: B. Instructional Manual Format:1. B
Page 123 and 124: h. Where applicable, identify insta
Page 125 and 126: c. Use only 8-1/2-inch by 11-inch s
Page 128 and 129: Equipment RecordPage 1 of 2Equipmen
Page 130 and 131: SECTION 01 91 14EQUIPMENT TESTING A
Page 132 and 133: C. Provide temporary valves, gauges
Page 134 and 135: 5. Unless otherwise indicated, furn
Page 136: 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: D. Apply scrub coat of mortar worke
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 188 and 189: 2.07 POURABLE JOINT FILLERSA. Fille
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
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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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