Vol 2 - Garney Construction

More documents

Recommendations

Info

Service Useand Location Product Remarks3. Drilled Anchors for Metal Components to Cast-in-Place Concrete (e.g.,Ladders, Handrail Posts, Electrical Panels, and Equipment)Interior Dry AreasSubmerged,Exterior, InteriorWet, andCorrosive AreasZinc-plated orstainless steel wedgeor expansionanchorsAdhesive stainlesssteel anchors4. Anchors in Grout-Filled Concrete Masonry UnitsExterior andInterior Wet andDry AreasHot-dip galvanizedsteel headed anchorbolts, zinc-plated orstainless steel sleeveanchors, or stainlesssteel adhesiveanchors5. Anchors in Hollow Concrete Masonry UnitsExterior andInterior Wet andDry AreasZinc-plated orstainless steel sleeveanchors, or stainlesssteel adhesiveanchors with screentube6. Connections for Structural Steel FramingExterior andInterior Wet andDry AreasHigh-strength steelbolted connectionsUse stainless steel undercutanchors for overhead andceiling installations.Use hot-dipped galvanizedhigh-strength boltedconnections for galvanizedsteel framing members7. Connections for Steel Fabrications and Wood ComponentsExterior andInterior Wet andDry AreasStainless steelbolted connectionsPW/WBG/382059METAL FABRICATIONSAUGUST 15, 2012 05 50 00 - 23©COPYRIGHT 2012 CH2M HILL
Service Useand Location Product Remarks8. Connections of Aluminum ComponentsSubmerged,Exterior andInterior Wet andDry Areas9. All OthersExterior andInterior Wet andDry AreasStainless steelbolted connections,unless otherwisespecified withequipmentStainless steelfastenersB. Antiseizing Lubricant: Use on all stainless steel threads.C. Do not use adhesive anchors to support fire-resistive construction or whereambient temperature will exceed 120 degrees F.END OF SECTIONMETAL FABRICATIONSPW/WBG/38205905 50 00 - 24 AUGUST 15, 2012©COPYRIGHT 2012 CH2M HILL
Page 1 and 2:
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 54 and 55:
. Distribution:1) One copy furnishe
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
Page 115 and 116:
3.02 FIELD FINISHINGA. Products wil
Page 117 and 118:
esult in a deferral by Engineer to
Page 119 and 120:
3.02 FINAL CLEANINGA. At completion
Page 121 and 122:
B. Instructional Manual Format:1. B
Page 123 and 124:
h. Where applicable, identify insta
Page 125 and 126:
c. Use only 8-1/2-inch by 11-inch s
Page 128 and 129:
Equipment RecordPage 1 of 2Equipmen
Page 130 and 131:
SECTION 01 91 14EQUIPMENT TESTING A
Page 132 and 133:
C. Provide temporary valves, gauges
Page 134 and 135:
5. Unless otherwise indicated, furn
Page 136:
UNIT PROCESS STARTUP FORMOWNER:PROJ
Page 140 and 141:
SECTION 02 41 00DEMOLITIONPART 1GEN
Page 142 and 143:
1.06 SEQUENCING AND SCHEDULINGA. Th
Page 144 and 145:
3. Patching shall be as specified a
Page 146 and 147:
4. Ensure that structural elements
Page 148:
3. Products, equipment and applianc
Page 151 and 152:
1.02 DEFINITIONSp. C1583/C1583M, St
Page 153 and 154:
B. Demonstration Mockup for Hand-Ap
Page 155 and 156:
2.02 SYSTEM D—SITE-MIXED PORTLAND
Page 157 and 158:
C. Do not use power-driven jackhamm
Page 159 and 160:
D. Apply scrub coat of mortar worke
Page 161 and 162:
3.08 MORTAR REPAIR FAILED TESTA. Re
Page 163 and 164:
1.02 DEFINITIONSp. C1012/C1012M, St
Page 165 and 166:
B. Pre-repair Conference:1. Require
Page 167 and 168:
F. Splitting Tensile Strength, ASTM
Page 169 and 170:
2.06 WATERF. Abrasion Resistance De
Page 171 and 172:
2.10 EVAPORATION RETARDANTA. As spe
Page 173 and 174:
M. Overlays:1. Square cut edges to
Page 175 and 176:
3. Liquid-membrane curing compounds
Page 177 and 178:
3.10 CLEANINGA. Remove excess repai
Page 179 and 180:
1.04 QUALIFICATIONSA. Formwork Desi
Page 181 and 182:
3. Inspect form surfaces prior to i
Page 184 and 185:
SECTION 03 15 00CONCRETE JOINTS AND
Page 186 and 187:
G. Thickness: Constant from bulb ed
Page 188 and 189:
2.07 POURABLE JOINT FILLERSA. Fille
Page 190 and 191:
3.03 INSTALLATION OF WATERSTOPSA. G
Page 192 and 193:
B. Bituminous Type Premolded Joint
Page 194 and 195:
SECTION 03 21 00REINFORCING STEELPA
Page 196 and 197:
B. Mechanical Splices and Connectio
Page 198 and 199:
3. Welded Splices: Accomplish by fu
Page 200 and 201:
SECTION 03 30 00CAST-IN-PLACE CONCR
Page 202 and 203:
B. Contractor’s Licensed Design E
Page 204 and 205:
h. Procedures for measuring and rec
Page 206 and 207:
d. Slump and placement time to main
Page 208 and 209:
2.02 ANCILLARY MATERIALSA. Bonding
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 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 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 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
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 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
Page 348 and 349: SECTION 06 10 00ROUGH CARPENTRYPART
Page 350 and 351: 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
Page 364 and 365: SECTION 07 52 16SBS-MODIFIED BITUMI
Page 366 and 367: 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
Page 388:
2. Use appropriate pipe curb assemb
Page 391 and 392:
1.05 SPECIAL GUARANTEEA. Product: F
Page 393 and 394:
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.
Page 430 and 431:
SECTION 08 80 00GLAZINGPART 1GENERA
Page 432 and 433:
. 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—
Page 481 and 482:
MarkMaterialH-18 Sulfuric Acid(12.7
Page 484 and 485:
SIGN SCHEDULESignSize Mounting Lett
Page 486:
SIGN SCHEDULESignSize Mounting Lett
Page 489 and 490:
1.04 ENVIRONMENTAL REQUIREMENTSA. S
Page 492:
SECTION 22 10 01.02POLYVINYL CHLORI
Page 495 and 496:
SECTION 22 10 01.08POLYETHYLENE (PE
Page 497 and 498:
B. Drainage Products:1. General:a.
Page 499 and 500:
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
Page 513 and 514:
k. A1008/A1008M, Standard Specifica
Page 515 and 516:
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
Page 521 and 522:
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
Page 532 and 533:
1.04 DELIVERY, STORAGE, AND HANDLIN
Page 534 and 535:
C. Keep use of flanges to a minimum
Page 536 and 537:
. Blades: Fiberglass reinforced pla
Page 538 and 539:
SECTION 23 37 00AIR OUTLETS AND INL
Page 540 and 541:
SECTION 23 77 00AIR HANDLING UNITSP
Page 542 and 543:
1.03 SUBMITTALS14. IEC: Internation
Page 544 and 545:
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
Page 550 and 551:
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
Page 556 and 557:
2.10 SOURCE QUALITY CONTROLA. Facto
Page 558 and 559:
3.02 FIELD QUALITY CONTROLA. Functi
Page 560 and 561:
AIR HANDLING UNITSEQUIPMENT ID NUMB
Page 562 and 563:
SECTION 23 81 00UNITARY AIR-CONDITI
Page 564 and 565:
1.04 QUALITY ASSURANCEA. Heating an
Page 566 and 567:
D. Refrigeration Components:1. Refr
Page 568 and 569:
4. Disconnects: Factory installed n
Page 570 and 571:
C. Anchor Bolts: Type 316 stainless
Page 572:
3.04 MANUFACTURER’S SERVICESA. Pr
show all

Vol 2 - Garney Construction

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?