Vol 2 - Garney Construction

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SECTION 03 35 00CONCRETE FINISHINGPART 1GENERAL1.01 REFERENCESA. The following is a list of standards which may be referenced in this section:1.02 SUBMITTALS1. ASTM International (ASTM): C109, Standard Test Method forCompressive Strength of Hydraulic Cement Mortars (Using 2-In. or50-Mm Cube Specimens).A. Action Submittals: Manufacturer’s product data sheet(s).B. Informational Submittals:1. Agenda: Conference prior to slab placement.2. Manufacturer’s written procedures for slab preparation, productapplication, protection of finished surface, and post-application cleanup.3. Product manufacturers representatives’ names and phone numbers.4. Manufacturer’s Certificate of Compliance for products to be furnished.5. Manufacturer’s Certificate of Proper Installation.6. Statement of Qualifications:a. Manufacturer’s Product Service Record.b. Application personnel.c. Manufacturer’s representative.7. Manufacturer’s installation instructions.8. Manufacturer’s written instructions for maintenance and repair of floorfinishes installed.1.03 QUALITY ASSURANCEA. Qualifications:1. Manufacturer’s Product Service Record: Five previous projects at least5 years old where product was used at representative coverage persquare foot.2. Floor Product Manufacturer: Manufacture components of floor material,except the epoxy, in own plant and under control of trained qualitycontrol manager.3. Application Personnel: Four previous projects of successful installationof specified materials or manufacturer’s training.PW/WBG/382059CONCRETE FINISHINGAUGUST 15, 2012 03 35 00 - 1©COPYRIGHT 2012 CH2M HILL
B. Preinstallation Training: Manufacturer-approved training of applicationpersonnel and quality control inspectors for these floor finishes.C. Conference Prior to Slab Placement:1. Conducted by Contractor.2. Agenda:a. Concrete mix design.b. Placing techniques.c. Finishing techniques.d. Floor hardener application procedures.e. Equipment required for these procedures.3. Attendees:a. Contractor’s superintendent.b. Subcontractor’s representative involved in slab installation andfinishing.c. Engineer.D. Mockups: Install one 10-foot by 20-foot area for each type of finish floor todemonstrate that the material and methods produce a finished productacceptable to the Engineer.1. Mockup will establish the standard of quality for floor finishes.2. Use specified materials at a location designated by Engineer or Owner.3. Notify Engineer 5 days in advance of commencement of mockup floorslab application and training.4. Do not purchase floor materials until mockup slab installation has beenaccepted by the Engineer or Owner.E. Color Samples: Minimum 2-inch by 2-inch Sample applications of floorfinishes available.PART 2PRODUCTS2.01 CLEAR LIQUID SEALER DUST PROOFERA. Colorless, aqueous solution of zinc and magnesium fluorosilicate.B. Each gallon of solution shall contain a minimum of 2 pounds of fluorosilicatecompound.C. Manufacturers:1. L&M <strong>Construction</strong> Chemicals, Omaha, NE.2. Master Builders Co., Cleveland, OH.CONCRETE FINISHINGPW/WBG/38205903 35 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
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
Page 239: materials providing sulfate resista
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 267 and 268: 1.04 QUALITY ASSURANCEA. Qualificat
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,
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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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