Vol 2 - Garney Construction

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24 hours, and for additional time as may be required before transporting totest lab.E. Masonry Testing:1. Unit Strength Method:a. Method and frequency for mortar, grout, and masonry unitsampling and testing in accordance withACI 530.1/ASCE 6/TMS 602, Section 1.4.B.b. Provide masonry units for test samples required.F. Corrective Action:1. If compressive strength tests made prior to construction of permanentstructure fail to meet Specifications, adjustments shall be made to mixdesigns for mortar, or grout, or both, as needed to produce specifiedstrength. Masonry units shall also be tested to verify compliance torequirements of ASTM C90, Type 1.2. If strength tests performed on materials representative of in-placeconstruction fail to meet Specifications, prisms or cores shall be cutfrom constructed walls in sufficient locations to adequately determinestrength in accordance with ACI 530.1/ASCE 6/TMS 602.G. Performance Test: Masonry using concrete masonry units and mortar withintegral water repellent additives, and water repellent masonry sealer, shallachieve a Class E rating when evaluated in accordance with ASTM E514,with the test extended to 72 hours.3.12 CLEANINGA. Immediately after completion of grouting, clean masonry surfaces of excessmortar, grout spillage, scum, stains, dirt, and other foreign substances usingclean water and fiber brushes.B. Clean walls not requiring painting or sealing so there are no visible stains.3.13 PROTECTION OF INSTALLED WORKA. Do not allow grout and mortar stains to dry on face of exposed masonry.B. Protect tops of walls at all times. Cover tops of walls with waterproof paperwhen rain or snow is imminent and when the Work is discontinued.C. Adequately brace walls until walls and roof are completed.D. Provide sufficient bracing to protect walls against damage from elements,including wind and snow.PW/WBG/382059CONCRETE UNIT MASONRYAUGUST 15, 2012 04 22 00 - 13©COPYRIGHT 2012 CH2M HILL
E. Protect masonry against freezing for minimum 72 hours after being laid.F. Protect masonry from damage until final acceptance of the Work. Damagedunits will not be accepted.END OF SECTIONCONCRETE UNIT MASONRYPW/WBG/38205904 22 00 - 14 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
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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
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,
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 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
Page 316 and 317: 2.12 SIDEWALK DOORSA. Load Capacity
Page 318 and 319: 2.14 HATCH SAFETY NETA. General:1.
Page 320 and 321: B. Components and Accessories:1. Fo
Page 322 and 323: E. Galvanizing:1. Fabricate steel t
Page 324 and 325: C. Minimum Bolt Size: 1/2-inch diam
Page 326 and 327: 3.08 ELECTROLYTIC PROTECTIONA. Alum
Page 328 and 329: Service Useand Location Product Rem
Page 330 and 331: SECTION 05 52 00METAL RAILINGSPART
Page 332 and 333: c. Deflection Criteria: In accordan
Page 334 and 335: C. Rails, Posts, and Formed Elbows:
Page 336 and 337: e. Formed Aluminum Wall Flange:1) M
Page 338 and 339: PART 3EXECUTION3.01 GENERALA. Provi
Page 340: 1. Treatment of Field Welds for Gal
Page 343 and 344: B. Informational Submittals:1. Spec
Page 345 and 346: 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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