Vol 2 - Garney Construction

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SECTION 03 63 00CONCRETE DOWELINGPART 1GENERAL1.01 REFERENCESA. The following is a list of standards that may be referenced in this section:1.02 DEFINITIONS1. American National Standards Institute (ANSI).2. ASTM International (ASTM):a. C881/C881M, Standard Specification for Epoxy-Resin-BaseBonding Systems for Concrete.b. E488, Standard Test Methods for Strength of Anchors in Concreteand Masonry Elements.3. International Code Council (ICC):a. 2006 International Building Code (IBC).b. Evaluation Services Reports.A. ICC Evaluation Services Report: Published by ICC for products provided byconcrete adhesive anchor manufacturers.B. Special Inspection: As defined in the ICC IBC.1.03 SUBMITTALSA. Action Submittals:1. Product Data: Manufacturer’s catalog information.B. Informational Submittals:1. Manufacturer’s qualifications; include client name, address, contactperson, phone number, project location, and description of work.2. Manufacturer’s instructions for preparation, placement, drilling of holes,installation of anchors and adhesive, and handling of cartridges, nozzles,and equipment.3. Manufacturer’s written letter of certification identifying installer’squalifications to install products.4. ICC Evaluation Services Report: Specific to proposed doweling systemmanufacturer.PW/WBG/382059CONCRETE DOWELINGAUGUST 15, 2012 03 63 00 - 1©COPYRIGHT 2012 CH2M HILL
1.04 QUALITY ASSURANCEA. Qualifications:1. Manufacturer: At least three similar projects with same products withinlast 3 years.2. Installer: Trained and certified by manufacturer.1.05 DELIVERY, STORAGE, AND HANDLINGA. Container Markings: Include manufacturer’s name, product name, batchnumber, mix ratio, product expiration date, ANSI hazard classification, andappropriate ANSI handling precautions.B. Store adhesive components in accordance with manufacturer’s writteninstructions.C. Dispose of when:1. Shelf life has expired.2. Stored other than per manufacturer’s instructions.PART 2PRODUCTS2.01 MATERIALSA. Adhesive:1. Approved by an ICC Evaluation Services Report for conformance to2006 IBC requirements for doweling of steel reinforcing bars in crackedconcrete.2. Suitable for long-term loads as well as for wind and seismic loads.3. Meet requirements of ASTM C881/C881M.4. Two-component, insensitive to moisture, designed to be used in adversefreeze/thaw environments.5. Disposable, Self-Contained Cartridge System:a. Capable of dispensing both components in proper mixing ratio.b. Fit into manually or pneumatically operated caulking gun.6. Mixed Adhesive: Nonsag, light paste consistency with ability to remainin a 1-inch diameter overhead drilled hole without runout.7. Cure Temperature, Pot Life, and Workability: Compatible for intendeduse and anticipated environmental conditions.8. Manufacturers and Products:a. Hilti, Inc., Tulsa, OK; HIT-RE 500-SD or HIT-HY 150 MAX-SDAdhesive Anchors.b. Powers Fasteners, Brewster, NY; Power PE1000+ EpoxyAdhesive Anchor System (1/2-inch to 7/8-inch diameter anchors).CONCRETE DOWELINGPW/WBG/38205903 63 00 - 2 AUGUST 15, 2012©COPYRIGHT 2012 CH2M HILL
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CONTRACT DOCUMENTS ANDSPECIFICATION
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TABLE OF CONTENTSPagesTECHNICAL SPE
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PagesDIVISION 8—OPENINGS08 06 01
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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
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
Page 239 and 240: materials providing sulfate resista
Page 241 and 242: B. Preinstallation Training: Manufa
Page 243 and 244: C. Epoxy Joint Filler:1. Allow 90 d
Page 245 and 246: PART 2PRODUCTS2.01 MATERIALSA. Wate
Page 248 and 249: SECTION 03 40 00PRECAST CONCRETEPAR
Page 250 and 251: C. Mockup Panels for Architectural
Page 252 and 253: 2.03 DESIGN REQUIREMENTSA. Structur
Page 254 and 255: E. Lifting and Setting Panels in Po
Page 256 and 257: SECTION 03 62 00NONSHRINK GROUTINGP
Page 258 and 259: ApplicationMachine bases 25 hp orle
Page 260 and 261: PART 3EXECUTION3.01 NONSHRINK GROUT
Page 262 and 263: SUPPLEMENT 1(Test Lab Name)(Address
Page 264: 6. Perform final observation at 24
Page 269 and 270: 3.02 FIELD QUALITY CONTROLA. Specia
Page 271 and 272: c. Cast stone trim Samples not less
Page 273 and 274: 2.03 MORTAR AND GROUT MATERIALSA. M
Page 275 and 276: 2.07 MASONRY ACCESSORIES AND ANCILL
Page 277 and 278: 2.09 GROUT PREPARATIONA. Mix grout
Page 279 and 280: G. Masonry Control Joints:1. Provid
Page 281 and 282: acid, remove stains with fiber brus
Page 284 and 285: SECTION 04 22 00CONCRETE UNIT MASON
Page 286 and 287: 5. Demonstrate ability to keep insu
Page 288 and 289: C. Aggregates:1. Mortar: ASTM C144,
Page 290 and 291: 3.02 PREPARATIONA. Prepare surface
Page 292 and 293: 4. As units are laid, remove excess
Page 294 and 295: 6. Vertical Reinforcement:a. First
Page 296 and 297: 24 hours, and for additional time a
Page 298 and 299: SECTION 05 05 23WELDINGPART 1GENERA
Page 300 and 301: 1.04 QUALIFICATIONSA. WPSs: In acco
Page 302: 6. Supervise nondestructive testing
Page 306 and 307: SECTION 05 50 00METAL FABRICATIONSP
Page 308 and 309: ff.gg.hh.ii.jj.kk.ll.1.02 DEFINITIO
Page 310 and 311: B. Package stainless steel items in
Page 312 and 313: B. Anchor Bolt Sleeves:1. Plastic:a
Page 314 and 315: 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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