Vol 2 - Garney Construction

More documents

Recommendations

Info

3.09 COMPLETION INSPECTIONA. CQC System Manager shall conduct an inspection of the Work at thecompletion of all Work or any milestone established by a completion timestated in the Contract.B. Punchlist:1. CQC System Manager shall develop a punchlist of items which do notconform to the Contract requirements.2. Include punchlist in the CQC report, indicating the estimated date bywhich the deficiencies will be corrected.3. CQC System Manager or staff shall make a second inspection toascertain that all deficiencies have been corrected and so notify theOwner.4. These inspections and any deficiency corrections required will beaccomplished within the time stated for completion of the entire Workor any particular increment thereof if the Project is divided intoincrements by separate completion dates.END OF SECTIONPW/WBG/382059CONTRACTOR QUALITY CONTROLAUGUST 15, 2012 01 45 16.13 - 9©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: are in compliance with the Contract
Page 83 and 84: 2. Special Inspection, Continuous:
Page 85 and 86: a. Special Inspection and testing r
Page 87 and 88: 3.02 TESTINGA. To facilitate testin
Page 89 and 90: B. Use area designated for Contract
Page 91 and 92: PART 3EXECUTION3.01 ENGINEER’S FI
Page 93 and 94: 3. Provide means to prevent water u
Page 95 and 96: F. Waterways: Keep ditches, culvert
Page 97 and 98: 3.07 PARKING AREASA. Control vehicu
Page 99 and 100: 5. U.S. Weather Bureau: Rainfall Fr
Page 101 and 102: PART 3EXECUTION3.01 PREPARATIONA. E
Page 103 and 104: B. Replace or repair failed or over
Page 105 and 106: name of Project and Contractor, equ
Page 107 and 108: H. Hazardous Materials: Prevent con
Page 109 and 110: B. Lubrication System:1. Require no
Page 112 and 113: SECTION 01 64 00OWNER-FURNISHED PRO
Page 114 and 115: 1.08 EXTRA MATERIALSA. Unless other
Page 116 and 117: SECTION 01 77 00CLOSEOUT PROCEDURES
Page 118 and 119: B. Preservation:1. Maintain documen
Page 120 and 121: SECTION 01 78 23OPERATION AND MAINT
Page 122 and 123: 1.05 SUBMITTALSA. Informational:d.
Page 124 and 125: 6. Guarantee, Bond, and Service Agr
Page 126: PART 2PART 3PRODUCTS (NOT USED)EXEC
Page 129 and 130: Equipment RecordPage 2 of 2Lubrican
Page 131 and 132:
1.03 FACILITY STARTUP AND PERFORMAN
Page 133 and 134:
c. Lubricate equipment in accordanc
Page 135 and 136:
B. Demonstrate proper operation of
Page 138:
FACILITY PERFORMANCE DEMONSTRATION/
Page 141 and 142:
G. Universal Waste Lamp: In accorda
Page 143 and 144:
7. Plug sewer lines with concrete t
Page 145 and 146:
11. Where the concealed raceway is
Page 147 and 148:
3.03 BURNING3. Provide protective m
Page 150 and 151:
SECTION 03 01 32REPAIR OF VERTICAL
Page 152 and 153:
1.03 SUBMITTALSA. Action Submittals
Page 154 and 155:
c. Technical representative for rep
Page 156 and 157:
c. Slant Shear Bond Strength, ASTM
Page 158 and 159:
3.03 REINFORCEMENT INSTALLATIONA. P
Page 160 and 161:
B. Compression Strength Test:1. Tes
Page 162 and 163:
SECTION 03 01 33REPAIR OF HORIZONTA
Page 164 and 165:
D. New Concrete: Concrete less than
Page 166 and 167:
E. Freeze-thaw Resistance and Resis
Page 168 and 169:
I. Manufacturers and Products:1. BA
Page 170 and 171:
2.08 CEMENTITIOUS BONDING AGENT AND
Page 172 and 173:
D. Following removal of unsound or
Page 174 and 175:
c. Working Time: 30 minutes at 70 d
Page 176 and 177:
2. Direct Tension Bond Test:a. Two
Page 178 and 179:
SECTION 03 10 00CONCRETE FORMING AN
Page 180 and 181:
4. Flat bar ties for panel forms; f
Page 182:
3.03 FORM REMOVALd. Column Type C-A
Page 185 and 186:
Page 187 and 188:
2.04 BOND BREAKERA. Tape for Joints
Page 189 and 190:
H. Ties for PVC Waterstop: “Hog R
Page 191 and 192:
C. Plastic Waterstop:1. Install in
Page 193 and 194:
3.07 PREFORMED CONTROL JOINTSA. Use
Page 195 and 196:
Page 197 and 198:
2.03 FABRICATIONbe embedded. Precas
Page 199 and 200:
D. Place welded wire fabric on conc
Page 201 and 202:
1.02 DEFINITIONSn. C618, Standard S
Page 203 and 204:
5) Aggregates, including specified
Page 205 and 206:
B. Qualifications:1. Batch Plant: N
Page 207 and 208:
c. Limit deleterious substances in
Page 209 and 210:
7. Use water-reducing and retarding
Page 211 and 212:
PART 3EXECUTION3.01 PLACING CONCRET
Page 213 and 214:
4. Consider beams, girders, bracket
Page 215 and 216:
3. Clean areas to receive grout top
Page 217 and 218:
4. Inject cracks in accordance with
Page 219 and 220:
F. Type S-6 (Sidewalk Finish):1. Sl
Page 221 and 222:
8. If measured air content at deliv
Page 223 and 224:
3. Bonding Agent Manufacturer’s R
Page 225 and 226:
3.14 SUPPLEMENTSA. Requirements of
Page 227 and 228:
Nominal Maximum Aggregate Sizein.
Page 230 and 231:
CONCRETE MIX DESIGN, CLASS 4500F2S1
Page 232 and 233:
CONCRETE MIX DESIGN, CLASS SM00F2S1
Page 234 and 235:
Page 236 and 237:
Page 238 and 239:
CONCRETE MIX DESIGN, CLASS GT00F1S1
Page 240 and 241:
SECTION 03 35 00CONCRETE FINISHINGP
Page 242 and 243:
3. Sonneborn, Minneapolis, MN.4. Eu
Page 244 and 245:
SECTION 03 39 00CONCRETE CURINGPART
Page 246:
B. Use one of the following methods
Page 249 and 250:
B. Informational Submittals:1. For
Page 251 and 252:
G. Embedded Items:1. ASTM A36 steel
Page 253 and 254:
2.05 SOURCE QUALITY CONTROLA. Prepa
Page 255 and 256:
3.05 FIELD QUALITY CONTROLA. Inspec
Page 257 and 258:
1.03 QUALIFICATIONS6. Test Reports:
Page 259 and 260:
B. Category II:1. Nonmetallic, nong
Page 261 and 262:
7. Strength Test Failures: Nonshrin
Page 263 and 264:
A. Bagged Material:1. List lot numb
Page 266 and 267:
SECTION 03 63 00CONCRETE DOWELINGPA
Page 268 and 269:
c. Simpson Strong-Tie Co., Inc., Pl
Page 270 and 271:
SECTION 04 21 13.13MASONRY VENEERPA
Page 272 and 273:
PART 2PRODUCTS2.01 MASONRY UNITSA.
Page 274 and 275:
G. Sand: ASTM C144, in addition not
Page 276 and 277:
4. Manufacturer and Product: Dur-O-
Page 278 and 279:
ick plumb, true to line, with level
Page 280 and 281:
M. Anchoring: Anchor brick veneer t
Page 282:
3.07 PROTECTIONA. Wall Covering: Du
Page 285 and 286:
Page 287 and 288:
2.02 MASONRY UNITSA. General:1. Fur
Page 289 and 290:
2.07 GROUT MIXES5. Add remaining ag
Page 291 and 292:
2. Running Bond:a. Unless otherwise
Page 293 and 294:
3. Lap reinforcing bars as shown, w
Page 295 and 296:
. Provide sufficient size to permit
Page 297 and 298:
E. Protect masonry against freezing
Page 299 and 300:
J. UT: Ultrasonic Testing.K. VT: Vi
Page 301 and 302:
3.02 NONDESTRUCTIVE WELD TESTING RE
Page 304:
Welding and Nondestructive TestingS
Page 307 and 308:
i. A194/A194M, Specification for Ca
Page 309 and 310:
E. Submerged: Location at or below
Page 311 and 312:
ItemSteel Bolts and Nuts:Carbon Ste
Page 313 and 314:
. Store adhesive cartridges on pall
Page 315 and 316:
2.10 FLOOR PLATEA. Material:1. Alum
Page 317 and 318:
2.13 FLOOR HATCHESA. Load Capacity:
Page 319 and 320:
5. Fabricate to longest length as p
Page 321 and 322:
2.20 FABRICATIONA. General:1. Finis
Page 323 and 324:
PART 3EXECUTION3.01 INSTALLATION OF
Page 325 and 326:
5. Do not exceed maximum torque as
Page 327 and 328:
3.10 MANUFACTURER’S SERVICESA. Ad
Page 329 and 330:
Service Useand Location Product Rem
Page 331 and 332:
c. Design Data: Calculations or tes
Page 333 and 334:
PART 2PRODUCTS2.01 DESIGN PERFORMAN
Page 335 and 336:
e. Base Connection:1) Manufacturers
Page 337 and 338:
B. Bolts and Nuts for Bolting Handr
Page 339 and 340:
D. Setting Posts:1. Surface Mounted
Page 342 and 343:
SECTION 05 53 00METAL GRATINGSPART
Page 344 and 345:
5. Bearing Bars, Cross Bars and Ban
Page 346:
2. Coordinate dimensions and fabric
Page 349 and 350:
Page 351 and 352:
2.03 CONSTRUCTION PANELSA. Plywood:
Page 353 and 354:
PART 3EXECUTION3.01 EXAMINATIONA. V
Page 356 and 357:
SECTION 07 19 00WATER REPELLENTSPAR
Page 358 and 359:
PART 3EXECUTION3.01 EXAMINATION AND
Page 360 and 361:
SECTION 07 21 00THERMAL INSULATIONP
Page 362:
3.02 RIGID INSULATIONA. Install in
Page 365 and 366:
1.02 SUBMITTALSb. HH-I/2, (Basic; A
Page 367 and 368:
1.07 SPECIAL GUARANTEEA. Product: F
Page 369 and 370:
2. Flashing sheet combining SBS pol
Page 371 and 372:
B. Bitumen:1. Maintain kettle tempe
Page 374 and 375:
SECTION 07 62 00SHEET METAL FLASHIN
Page 376 and 377:
C. Carefully handle to avoid damage
Page 378 and 379:
C. Finish: Factory finished with an
Page 380 and 381:
K. At exposed ends of counterflashi
Page 382:
3.03 FINISHA. Exposed Surfaces of F
Page 385 and 386:
D. Manufacturers and Products:1. Pa
Page 387 and 388:
2.09 ROOF DRAINSA. Molded plastic d
Page 390 and 391:
SECTION 07 92 00JOINT SEALANTSPART
Page 392 and 393:
3. Manufacturers and Products:a. BA
Page 394 and 395:
B. Joint Cleaner: Noncorrosive and
Page 396 and 397:
C. Apply joint sealant manufacturer
Page 398:
SECTION 08 06 01DOOR AND HARDWARE S
Page 404 and 405:
SECTION 08 11 16ALUMINUM DOORS AND
Page 406:
PART 3EXECUTION3.01 INSTALLATIONA.
Page 409 and 410:
B. Informational Submittals:1. Thir
Page 411 and 412:
2.04 FINISHES4. Motor Rating: Minim
Page 414 and 415:
SECTION 08 41 13ALUMINUM-FRAMED ENT
Page 416 and 417:
PART 2PRODUCTS2.01 MANUFACTURERSA.
Page 418 and 419:
3.02 INSTALLATIONA. In accordance w
Page 420 and 421:
SECTION 08 71 00DOOR HARDWAREPART 1
Page 422 and 423:
Door HeightUp to 5'-0”5'-1” to
Page 424 and 425:
2.07 EXIT DEVICESA. BHMA A156.3.B.
Page 426 and 427:
No. Type Description Pemko ReeseT2
Page 428:
3.03 MANUFACTURER’S SERVICESA. De
Page 431 and 432:
1.02 SUBMITTALSp. E1300, Standard P
Page 433 and 434:
B. Handling:1. Stack individual lit
Page 435 and 436:
1. Silicone Glazing Sealant: ASTM C
Page 437 and 438:
B. Exterior Dry Method (Gasket Glaz
Page 440 and 441:
SECTION 08 90 00LOUVERSPART 1GENERA
Page 442 and 443:
2.03 ACCESSORIESA. Anchors and Fast
Page 444:
LOUVER SCHEDULELOUVER TYPES: ABBREV
Page 448 and 449:
INTERIOR FINISH SCHEDULEABBREVIATIO
Page 450 and 451:
SECTION 09 90 00PAINTING AND COATIN
Page 452 and 453:
3. Factory Applied Coatings: Manufa
Page 454 and 455:
2.03 PAINT MATERIALSA. General:1. M
Page 456 and 457:
d. Prior to blast cleaning, grind s
Page 458 and 459:
more than 5 percent of each unit ar
Page 460 and 461:
4. Brush-off blast clean to remove
Page 462 and 463:
c. Acid will react vigorously for a
Page 464 and 465:
4. Visually inspect concrete, mason
Page 466 and 467:
G. System No. 25 Exposed PVC:Surfac
Page 468 and 469:
pinholes, holidays, and discontinui
Page 470:
PAINT SYSTEM DATA SHEETComplete thi
Page 474 and 475:
SECTION 10 14 00SIGNAGEPART 1GENERA
Page 476 and 477:
2.04 SIGNSC. Manufacturers and Prod
Page 478 and 479:
6. Manufacturers and Products:a. Br
Page 480 and 481:
MarkMaterialH-3 CalciumHydroxide (9
Page 482:
3.07 SUPPLEMENTS2. Operating Proced
Page 485 and 486:
SIGN SCHEDULESignSize Mounting Lett
Page 488 and 489:
SECTION 10 44 00PORTABLE FIRE AND S
Page 490:
PART 3EXECUTION3.01 INSTALLATIONA.
Page 494 and 495:
SECTION 22 10 01.08POLYETHYLENE (PE
Page 496 and 497:
SECTION 22 40 00PLUMBING FIXTURESPA
Page 498 and 499:
4. FD-2, Floor Drain (Unfinished Ar
Page 500:
D. Adjust water flows in domestic w
Page 503 and 504:
4. Have a proven record of at least
Page 505 and 506:
4. Adjust outside air dampers, retu
Page 508 and 509:
SECTION 23 09 00.01HVAC CONTROLS SE
Page 510 and 511:
SECTION 23 09 13HVAC CONTROLS, FIEL
Page 512 and 513:
SECTION 23 31 13METAL DUCTS AND ACC
Page 514 and 515:
1.02 DEFINITIONSd. Fire, Smoke, and
Page 516 and 517:
E. Changes or alterations to layout
Page 518 and 519:
D. Water-Based Sealants:1. Listed b
Page 520 and 521:
2. Provide fasteners that do not da
Page 522 and 523:
2.10 MANUAL DAMPERSA. Butterfly Man
Page 524 and 525:
C. Penetrations:1. Provide duct sle
Page 526 and 527:
D. Support horizontal ducts within
Page 528:
3.09 BALANCING OF AIR SYSTEMSA. Per
Page 531 and 532:
e. Drawings showing layout, support
Page 533 and 534:
B. Reinforcement:1. Veil: Chemical
Page 535 and 536:
3. Support Spacing:a. 24 Inch Diame
Page 537 and 538:
6. Anti-seize thread compound shall
Page 539 and 540:
4. 1-inch minimum flat rectangular
Page 541 and 542:
1.02 DEFINITIONS6. CSA America (CSA
Page 543 and 544:
d) Static pressure, capacity, horse
Page 545 and 546:
PART 2PRODUCTS2.01 EQUIPMENT SCHEDU
Page 547 and 548:
2. Panel Arrangement: Panels mechan
Page 549 and 550:
5) Base:a) All-welded heavy-gauge m
Page 551 and 552:
d. Adequately sized access door(s)
Page 553 and 554:
H. Control Dampers:1. Internally mo
Page 555 and 556:
2.08 CORROSION PROTECTIONA. General
Page 557 and 558:
a. Belt Drive (except Vane Axial):
Page 559 and 560:
E. Vibration Testing:3.04 CLEANING1
Page 561 and 562:
AIR HANDLING UNITSEQUIPMENT ID NUMB
Page 563 and 564:
1.02 DEFINITIONSA. The following is
Page 565 and 566:
PART 2PRODUCTS2.01 GENERALA. Specif
Page 567 and 568:
5. Low pressure bypass shall be fac
Page 569 and 570:
C. Coating Process:1. Coil Inspecti
Page 571 and 572:
supervise initial operation, calibr
Page 574:
WALL MOUNT AIR CONDITIONER 23 81 00
show all

Vol 2 - Garney Construction

Create successful ePaper yourself

Delete template?

Save as template?