Vol 2 - Garney Construction

More documents

Recommendations

Info

3.02 INSTALLATIONA. In accordance with manufacturer’s installation instructions.B. Set items straight, level, square, plumb, and at proper elevations and inalignment with other work.C. Securely anchor units to surrounding structure to resist wind loads and towithstand the normal loads imposed by the operation of the doors.D. Fasten framing members in place using screws and backing, anchor plugs, orstraps.1. Accurately cut and fit framing and moldings to result in tightly closedflush, hairline weathertight joints.2. No visible unfinished aluminum.3. Provide concealed attachments and fasteners.E. Door Operation:1. Swing freely, and without rattle when closed.2. Swing Type Doors: Head and jamb clearance of 3/32 inch, plus orminus 1/32 inch.F. Coat aluminum surfaces in contact with concrete, cement plaster, or stuccowith isolation paint, sealant, or isolation tape cut to neat line.G. Seal all joints.H. Glazing: As specified in Section 08 80 00, Glazing.3.03 PERFORMANCE TESTSA. Air Leakage Through Assembly: Maximum 0.06 cfm per minute per squarefoot of wall area at 6.24 psf, as measured in accordance with ASTM E283.B. Resistance to Water Infiltration: No leaks in the complete system when testedin accordance with ASTM E331 at test pressure of 8 psf.C. Performance Under Uniform Loading:1. Test in accordance with ASTM E330 for a wind load of 30 psf.2. Maximum Deflection: Not to exceed 1/175 of member span.3. When Load is Removed: No permanent deformation or damage.PW/WBG/382059ALUMINUM-FRAMED ENTRANCESAUGUST 15, 2012AND STOREFRONTS©COPYRIGHT 2012 CH2M HILL 08 41 13 - 5
3.04 MANUFACTURER’S SERVICESA. Provide manufacturer’s representative at Site for preinstallation meeting,installation assistance, inspection and certification of proper installation, andperformance testing of specified equipment.3.05 CLEANINGA. After erection, protect exposed portions from damage by machines, plaster,lime, paint, acid, cement, or other harmful compounds.B. Remove protective materials and clean with plain water, water with soap, orhousehold detergent.3.06 PROTECTIONA. Protect adjacent areas and finish surfaces from damage during productinstallation.3.07 SCHEDULESA. For tabulation of door and frame characteristics, such as size, type, detail, andfinish hardware requirements, see Section 08 06 01, Door and HardwareSchedules.END OF SECTIONALUMINUM-FRAMED ENTRANCESPW/WBG/382059AND STOREFRONTS AUGUST 15, 201208 41 13 - 6 ©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 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
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: 2.03 FINISHJ. Isolation Tape:1. Man
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?