Vol 2 - Garney Construction

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. Distribution:1) One copy furnished Resident Project Representative.2) One copy retained in Engineer’s file.3) Remaining copies returned to Contractor appropriatelyannotated.1.04 INFORMATIONAL SUBMITTALSA. General:1. Copies: Submit three copies, unless otherwise indicated in individualspecification section.2. Refer to individual specification sections for specific submittalrequirements.3. Engineer will review each submittal. If submittal meets conditions of theContract, Engineer will forward copy to appropriate parties. If Engineerdetermines submittal does not meet conditions of the Contract and istherefore considered unacceptable, Engineer will retain one copy andreturn remaining copy with review comments to Contractor, and requirethat submittal be corrected and resubmitted.B. Certificates:1. General:a. Provide notarized statement that includes signature of entityresponsible for preparing certification.b. Signed by officer or other individual authorized to sign documentson behalf of that entity.2. Welding: In accordance with individual specification sections.3. Installer: Prepare written statements on manufacturer’s letterheadcertifying installer complies with requirements as specified in individualspecification section.4. Material Test: Prepared by qualified testing agency, on testing agency’sstandard form, indicating and interpreting test results of material forcompliance with requirements.5. Certificates of Successful Testing or Inspection: Submit when testing orinspection is required by Laws and Regulations or governing agency orspecified in individual specification sections.6. Manufacturer’s Certificate of Compliance: In accordance withSection 01 43 33, Manufacturers’ Field Services.7. Manufacturer’s Certificate of Proper Installation: In accordance withSection 01 43 33, Manufacturers’ Field Services.C. Construction Photographs: In accordance with Section 01 31 13, ProjectCoordination, and as may otherwise be required in Contract Documents.PW/WBG/382059SUBMITTAL PROCEDURESAUGUST 15, 2012 01 33 00 - 5©COPYRIGHT 2012 CH2M HILL
D. Contract Closeout Submittals: In accordance with Section 01 77 00, CloseoutProcedures.E. Contractor-Design Data (related to temporary construction):1. Written and graphic information.2. List of assumptions.3. List of performance and design criteria.4. Summary of loads or load diagram, if applicable.5. Calculations.6. List of applicable codes and regulations.7. Name and version of software.8. Information requested in individual specification section.F. Manufacturer’s Instructions: Written or published information that documentsmanufacturer’s recommendations, guidelines, and procedures in accordancewith individual specification section.G. Operation and Maintenance Data: As required in Section 01 78 23, Operationand Maintenance Data.H. Payment:1. Application for Payment: In accordance with Section 01 29 00, PaymentProcedures.2. Schedule of Values: In accordance with Section 01 29 00, PaymentProcedures.I. Quality Control Documentation: As required in Section 01 45 16.13,Contractor Quality Control.J. Schedules:1. Schedule of Submittals: Prepare separately or in combination withProgress Schedule as specified in Section 01 32 00, ConstructionProgress Documentation.a. Show for each, at a minimum, the following:1) Specification section number.2) Identification by numbering and tracking system as specifiedunder Paragraph Transmittal of Submittal.3) Estimated date of submission to Engineer, includingreviewing and processing time.b. On a monthly basis, submit updated Schedule of Submittals toEngineer if changes have occurred or resubmittals are required.2. Progress Schedules: In accordance with Section 01 32 00, ConstructionProgress Documentation.SUBMITTAL PROCEDURESPW/WBG/38205901 33 00 - 6 AUGUST 15, 2012©COPYRIGHT 2012 CH2M HILL
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CONTRACT DOCUMENTS ANDSPECIFICATION
Page 4 and 5: TABLE OF CONTENTSPagesTECHNICAL SPE
Page 6 and 7: PagesDIVISION 8—OPENINGS08 06 01
Page 8 and 9: PagesDIVISION 27 (NOT USED)DIVISION
Page 10: DIVISION 43—PROCESS GAS AND LIQUI
Page 14: SECTION 01 11 00SUMMARY OF WORKPART
Page 17 and 18: 5. Estimated adjustment in price cl
Page 19 and 20: 2. Change Order constitutes full mu
Page 21 and 22: 1.06 FIELD ORDER75 percent of the a
Page 23 and 24: B. Base estimated progress payments
Page 26 and 27: SECTION 01 31 13PROJECT COORDINATIO
Page 28 and 29: E. Construct Work in the following
Page 30 and 31: per hour). Heating shall be provide
Page 32 and 33: d. Install Belt Filter Press No. 3
Page 34 and 35: 1. Roles and responsibilities of th
Page 36 and 37: 4. In event of discrepancy in data
Page 38 and 39: SECTION 01 31 19PROJECT MEETINGSPAR
Page 40: 1.08 FACILITY STARTUP MEETINGSA. Sc
Page 43 and 44: 10. Major structural, mechanical, e
Page 45 and 46: 4. Identify each activity with a un
Page 47 and 48: 1.07 SCHEDULE ACCEPTANCEA. Engineer
Page 50 and 51: SECTION 01 33 00SUBMITTAL PROCEDURE
Page 52 and 53: a. Contractor’s review stamp; com
Page 56 and 57: K. Special Guarantee: Supplier’s
Page 58 and 59: SECTION 01 42 13ABBREVIATIONS AND A
Page 60 and 61: 40. CRSI Concrete Reinforcing Steel
Page 62: 117. TCA Tile Council of North Amer
Page 65 and 66: C. Schedule manufacturer’ service
Page 67 and 68: 1. Title and objectives.2. Recommen
Page 70: OWNERMANUFACTURER’S CERTIFICATE O
Page 73 and 74: C. The presence or absence of a qua
Page 75 and 76: 1. Preparatory Phase:a. Notify Owne
Page 77 and 78: B. Content:another interim plan con
Page 79 and 80: are in compliance with the Contract
Page 82 and 83: SECTION 01 45 33SPECIAL INSPECTION
Page 84 and 85: E. Professional Observation:1. Does
Page 86 and 87: 2. Laboratory and field test report
Page 88 and 89: SECTION 01 50 00TEMPORARY FACILITIE
Page 90 and 91: E. Floor Space: Minimum 150 square
Page 92 and 93: 3.02 TEMPORARY UTILITIESA. Power:1.
Page 94 and 95: 8. Notify property owners and utili
Page 96 and 97: 2. Prior to commencing excavation a
Page 98 and 99: SECTION 01 57 13TEMPORARY EROSION A
Page 100 and 101: Physical PropertyGrab Tensile Stren
Page 102 and 103: 3.03 SEEDINGA. Schedules:1. Perform
Page 104 and 105:
SECTION 01 61 00COMMON PRODUCT REQU
Page 106 and 107:
C. Unload products in accordance wi
Page 108 and 109:
I. Authority Having Jurisdiction (A
Page 110:
D. Repaint painted surfaces that ar
Page 113 and 114:
C. Damaged or incomplete products t
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3.02 FIELD FINISHINGA. Products wil
Page 117 and 118:
esult in a deferral by Engineer to
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3.02 FINAL CLEANINGA. At completion
Page 121 and 122:
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
Page 136:
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
Page 163 and 164:
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
Page 169 and 170:
2.06 WATERF. Abrasion Resistance De
Page 171 and 172:
2.10 EVAPORATION RETARDANTA. As spe
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M. Overlays:1. Square cut edges to
Page 175 and 176:
3. Liquid-membrane curing compounds
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3.10 CLEANINGA. Remove excess repai
Page 179 and 180:
1.04 QUALIFICATIONSA. Formwork Desi
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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
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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
Page 216 and 217:
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
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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
Page 256 and 257:
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
Page 269 and 270:
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
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
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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
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6. Vertical Reinforcement:a. First
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24 hours, and for additional time a
Page 298 and 299:
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
Page 312 and 313:
B. Anchor Bolt Sleeves:1. Plastic:a
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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.
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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
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3.08 ELECTROLYTIC PROTECTIONA. Alum
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Service Useand Location Product Rem
Page 330 and 331:
SECTION 05 52 00METAL RAILINGSPART
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c. Deflection Criteria: In accordan
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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
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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
Page 348 and 349:
SECTION 06 10 00ROUGH CARPENTRYPART
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D. Protect fire-retardant materials
Page 352 and 353:
c. Wood framing members less than 1
Page 354:
B. Use FR-S rated wood on interior
Page 357 and 358:
B. Weather: Clear with no precipita
Page 359 and 360:
3.05 PROTECTIONA. Protect adjacent
Page 361 and 362:
PART 2PRODUCTS2.01 BATT INSULATION
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SECTION 07 52 16SBS-MODIFIED BITUMI
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C. Preroofing Conference:1. Attende
Page 368 and 369:
B. Membrane and Flashing Materials:
Page 370 and 371:
C. Tapered Board System:1. Factory
Page 372:
3.03 FIELD QUALITY CONTROLA. Concre
Page 375 and 376:
C. Wind Uplift Pressure: Determine
Page 377 and 378:
2.02 REGLETS AND COUNTERFLASHINGA.
Page 379 and 380:
2.06 FABRICATION OF FLASHINGA. Fiel
Page 381 and 382:
B. Verify nailing strips and blocki
Page 384 and 385:
SECTION 07 70 01ROOF SPECIALTIES AN
Page 386 and 387:
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,
Page 395 and 396:
1. Mask adjacent surfaces where nec
Page 397 and 398:
Joint LocationsSealant Type(s)Other
Page 400:
DOOR AND HARDWARE SCHEDULEABBREVIAT
Page 405 and 406:
C. Kawneer.D. Special Lite, Inc.2.0
Page 408 and 409:
SECTION 08 33 23OVERHEAD COILING DO
Page 410 and 411:
D. Surface Burning Characteristics,
Page 412:
C. Complete wiring from disconnect
Page 415 and 416:
1.03 SUBMITTALSA. Action Submittals
Page 417 and 418:
2.03 FINISHJ. Isolation Tape:1. Man
Page 419 and 420:
3.04 MANUFACTURER’S SERVICESA. Pr
Page 421 and 422:
1.03 QUALITY ASSURANCEA. Qualificat
Page 423 and 424:
6. Manufacturers and Products:a. Co
Page 425 and 426:
2.09 STOPS AND HOLDERSA. BHMA A156.
Page 427 and 428:
PART 3EXECUTION3.01 INSTALLATIONA.
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SECTION 08 80 00GLAZINGPART 1GENERA
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. Glass: Provide structural, physic
Page 434 and 435:
3. Conforming to CPSC 16 CFR 1201 C
Page 436 and 437:
B. Spacer Shims: Elastomeric materi
Page 438:
B. Replacements and Repairs: Prior
Page 441 and 442:
B. Informational Submittals:1. Fact
Page 443 and 444:
C. Install insulated blank-off pane
Page 446:
SECTION 09 06 00SCHEDULES FOR FINIS
Page 449 and 450:
Space Floor Base Typical Wall Other
Page 451 and 452:
1.02 DEFINITIONSA. Terms used in th
Page 453 and 454:
B. Storage:1. Store products in a p
Page 455 and 456:
ProductEpoxy, High SolidsPolyuretha
Page 457 and 458:
3. Where the specified degree of su
Page 459 and 460:
. Cleaning Methods: Steam, open fla
Page 461 and 462:
4. Apply one spot coat of specified
Page 463 and 464:
6. Coat units or surfaces to be bol
Page 465 and 466:
1. Use on the following items or ar
Page 467 and 468:
3.09 COLORSA. Match existing, unles
Page 469 and 470:
3. Apply finish coats, including to
Page 472:
PAINT PRODUCT DATA SHEETComplete an
Page 475 and 476:
D. Finish:1. Border Face and Edge,
Page 477 and 478:
F. Exit Signs (Type G):1. Material:
Page 479 and 480:
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
Page 492:
SECTION 22 10 01.02POLYVINYL CHLORI
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SECTION 22 10 01.08POLYETHYLENE (PE
Page 497 and 498:
B. Drainage Products:1. General:a.
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12. WCO, Wall Cleanout:a. Material:
Page 502 and 503:
SECTION 23 05 93TESTING, ADJUSTING,
Page 504 and 505:
B. General:1. When adjustments are
Page 506:
B. Balancing Log Report Requirement
Page 509 and 510:
D. Smoke Safety Control:1. Locate d
Page 511 and 512:
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
Page 517 and 518:
4. For ductwork that is required to
Page 519 and 520:
B. Elbows:1. Fit square-turn elbows
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2.09 DUCTWORK HANGERS AND SUPPORTSA
Page 523 and 524:
. Size to allow insertion of pitot
Page 525 and 526:
2. Determine location of spin-in af
Page 527 and 528:
B. Manual Dampers:1. Provide balanc
Page 530 and 531:
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
Page 536 and 537:
. Blades: Fiberglass reinforced pla
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SECTION 23 37 00AIR OUTLETS AND INL
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SECTION 23 77 00AIR HANDLING UNITSP
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1.03 SUBMITTALS14. IEC: Internation
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1.04 QUALITY ASSURANCEA. Fans: Lice
Page 546 and 547:
2. Guard faces of expanded metal ha
Page 548 and 549:
C. Unit Base:b. Sized and located t
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3) Selected for average life (ABMA
Page 552 and 553:
2. Media Schedule:a. Main Filter:1)
Page 554 and 555:
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
Page 572:
3.04 MANUFACTURER’S SERVICESA. Pr
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