Complete Compiled Specification.pdf - Peck Ormsby Construction

More documents

Recommendations

Info

SECTION 05120 - STRUCTURAL STEEL PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to this section. 1.02 SUMMARY A. This section includes fabrication and erection of structural steel as shown on the Drawings, including schedules, notes and details showing size and location of members, typical connections and type of steel required. B. Structural steel is that work defined in AISC "Code of Standard Practice” and as otherwise shown on the Drawings. C. Refer to Division 3 for anchor bolt installation in concrete. D. Coordinate structural steel work with trussed girders and steel joists specified in Division 5 Section “Steel Joists and Joist Girders.” E. Miscellaneous metal fabrications are specified in Division 5 Section “Metal Fabrications.” 1.03 SUBMITTALS A. Refer to Division 1 Section “Submittals” for general requirements. B. Shop Drawings prepared under supervision of a licensed Structural Engineer, including complete details and schedules for fabrication and assembly of structural steel members, procedures, and diagrams. 1. Include details of cuts, connections, camber, holes, and other pertinent data. Indicate welds by standard AWS symbols, and show size, length, and type of each weld. 2. Provide setting drawings, templates, and directions for installation of anchor bolts and other anchorages to be installed as work of other sections. 1.04 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of the latest edition of the following, except as otherwise indicated: 1. American Institute of Steel Construction (AISC) "Specification for Structural Steel Buildings", with "Commentary" and Supplements. 2. AISC "Code of Standard Practice for Steel Buildings and Bridges" excluding the following: Section 1.5.1, Section 3.3 (first sentence), Section 4.2, Section 4.2.1, Section 4.2.2, Section 7.5.4, and Section 7.11.5. 3. American Welding Society (AWS) D1.1 "Structural Welding Code - Steel". (Specific items do not apply when they conflict with the AISC requirements.) 4. American Iron and Steel Institute (AISI) "Specification for Design of Cold-Formed Steel Structural Members". 5. ASTM A 6 "General Requirements for delivery of Rolled Steel Plates, Shapes, Sheet Piling and Bars for Structural Use." 6. "Specifications for Structural Joints using ASTM A 325 or A 490 Bolts" approved by the Research Council on Structural Connections. SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009 STRUCTURAL STEEL 05120 - 1
B. Qualifications for Welding Work: Qualify welding procedures and welding operators in accordance with AWS "Qualification" requirements. 1. Provide certification that welders to be employed in work have satisfactorily passed AWS qualification tests. 2. If recertification of welders is required, retesting will be Contractor's responsibility. 3. Welding may be x-ray inspected. It is the Contractor's responsibility to correct any welding proved to be inadequate. C. Refer to notes on Drawings for additional references to structural steel requirements. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to site at such intervals to insure uninterrupted progress of work. B. Deliver anchor bolts and anchorage devices, which are to be embedded in cast-in-place concrete or masonry, in ample time to not delay work. C. Store materials to permit easy access for inspection and identification. Keep steel members off ground, using pallets, platforms, or other supports. Protect steel members and packaged materials from erosion and deterioration. If bolts and nuts become dry or rusty, clean and relubricate before use. D. Do not store materials on structure in a manner that might cause distortion or damage to members or supporting structures. Repair or replace damaged materials or structures as directed. E. Steel may be stored on site for long periods of time. Care must be taken to protect from ground and weather elements at all times. PART 2 PRODUCTS 2.01 GENERAL A. Metal Surfaces: For fabrication of work which will be exposed to view, use only materials which are smooth and free of surface blemishes, including pitting, rust and scale, seam marks, roller marks, rolled trade names and roughness. Remove such blemishes by grinding, or by welding and grinding, prior to cleaning, treating, and application of surface finishes. 2.02 MATERIALS A. Structural Steel “W” Shapes: ASTM A 992. B. Structural Steel Shapes (Not Including “W” Shapes), Plates and Bars: ASTM A36, except where other type steel is indicated. C. Cold-Formed Steel Tubing: ASTM A-500, Grade C (fy = 46,000 psi). D. Steel Pipe: ASTM A 53, Type E or S, Grade B; or ASTM A 501. 1. Finish: Black, except where indicated to be galvanized. E. Deformed Bar Anchors: All DBA shall be manufactured by Nelson Stud Welding Company or by KSM Welding Systems. SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009 STRUCTURAL STEEL 05120 - 2
Page 1 and 2:
SL&A ARCHITECTS A R C H I T E C T U
Page 3 and 4:
DIVISION 4 - MASONRY Section 04200
Page 5 and 6:
Section 16740 - Telephone and Data
Page 8 and 9:
SECTION 00010 - NOTICE TO SUBCONTRA
Page 10 and 11:
SECTION 00100 - INSTRUCTIONS TO BID
Page 12 and 13:
A. Prior to signing the contract, t
Page 14 and 15:
SECTION 00300 - BID FORM TO: Peck O
Page 16 and 17:
SECTION 00350 - FORMS PART 1 - GENE
Page 18 and 19:
Utah State Tax Commission Exemption
Page 20 and 21:
SECTION 00500 - PROJECT SCHEDULES P
Page 22 and 23:
28. Temporary Field Office, Storage
Page 24 and 25:
SECTION 00700 - GENERAL CONDITIONS
Page 26 and 27:
SUPPLEMENTARY GENERAL CONDITIONS Th
Page 28 and 29:
Irrespective of the requirements as
Page 30:
DIVISION 1 - GENERAL REQUIREMENTS S
Page 33 and 34:
to this project, unless a higher st
Page 35 and 36:
B. Alternate No. 2 - 80 Mil Single-
Page 37 and 38:
substantiate quantities. 3. Indicat
Page 39 and 40:
A. General: Limitations on usage as
Page 41 and 42:
SEGO LILY ELEMENTARY SCHOOL CLASSRO
Page 43 and 44:
Page 45 and 46:
END OF SECTION 4. Copies of Standar
Page 47 and 48:
including related specification sec
Page 49 and 50:
Page 51 and 52:
e. Name of supplier. f. Change Orde
Page 53 and 54:
coincide with submittal of the fina
Page 55 and 56:
affected by decisions or actions re
Page 57 and 58:
transmit submittals to the Architec
Page 59 and 60:
1.06 SHOP DRAWINGS 10. Change order
Page 61 and 62:
PART 2 - PRODUCTS (Not Applicable)
Page 63 and 64:
2.01 PAYMENT FOR TESTING SERVICES A
Page 65 and 66:
1.08 WATER beyond the contract limi
Page 67 and 68:
A. Prior to final inspection and co
Page 69 and 70:
! ! SEGO LILY ELEMENTARY SCHOOL CLA
Page 71 and 72:
A. Operational Elements: Do not cut
Page 73 and 74:
Page 75 and 76:
D. Owner’s Recourse: Written warr
Page 77 and 78:
B. List of Systems and Subsystems:
Page 79 and 80:
2.04 PRODUCTS MAINTENANCE MANUAL A.
Page 81 and 82:
E. Drawings: Prepare drawings suppl
Page 84 and 85:
SECTION 02001 GENERAL SITE CONSTRUC
Page 86 and 87:
SECTION 02002 - SITE CLEARING PART
Page 88 and 89:
2.2 TEMPORARY EROSION AND SEDIMENTA
Page 90 and 91:
2.7 SITE IMPROVEMENTS A. Remove exi
Page 92 and 93:
SECTION 02003 - EARTH MOVING PART 1
Page 94 and 95:
2. Bulk Excavation: Late-model, tra
Page 96 and 97:
J. Sand: ASTM C 33; fine aggregate,
Page 98 and 99:
prices included in the Contract Doc
Page 100 and 101:
concrete fill, with 28-day compress
Page 102 and 103:
C. Compact soil materials to not le
Page 104 and 105:
3.20 PROTECTION A. Protecting Grade
Page 106 and 107:
SECTION 02004 - EXCAVATION SUPPORT
Page 108 and 109:
SECTION 02005 - ASPHALT PAVING PART
Page 110 and 111:
B. Store pavement-marking materials
Page 112 and 113:
2.4 MIXES A. Hot-Mix Asphalt: Dense
Page 114 and 115:
3.4 SURFACE PREPARATION A. General:
Page 116 and 117:
I. Erect barricades to protect pavi
Page 118 and 119:
SECTION 02006 - CONCRETE PAVING PAR
Page 120 and 121:
6. Approved mockups may become part
Page 122 and 123:
1. Aggregate Sizes: 3/4 to 1 inch n
Page 124 and 125:
C. Add air-entraining admixture at
Page 126 and 127:
3.5 JOINTS D. Install welded wire r
Page 128 and 129:
1. Remove and replace concrete that
Page 130 and 131:
2. Uniformly distribute approximate
Page 132 and 133:
1. Spread glass beads uniformly int
Page 134 and 135:
SECTION 02007- SITE SIGNAGE PART 1
Page 136 and 137:
C. Anchor sign panels securely to s
Page 138 and 139:
SECTION 02008 - WATER UTILITY PIPIN
Page 140 and 141:
thick. Provide blue tape with black
Page 142 and 143:
PART 3 - EXECUTION 3.1 Examination:
Page 144 and 145:
3.8 PIPE JOINT CONSTRUCTION A. Basi
Page 146 and 147:
SECTION 02009 - STORM UTILITY DRAIN
Page 148 and 149:
2.3 HUBLESS CAST-IRON SOIL PIPE AND
Page 150 and 151:
2.8 MANHOLES A. Standard Precast Co
Page 152 and 153:
5. Adjusting Rings: Interlocking ri
Page 154 and 155:
B. PE Sheeting: ASTM D 4397, with a
Page 156 and 157:
37. NPS 18 to NPS 36 (DN 450 to DN
Page 158 and 159:
1. Join hub-and-spigot, cast-iron s
Page 160 and 161:
3.9 CATCH BASIN INSTALLATION A. Con
Page 162 and 163:
a. Alignment: Less than full diamet
Page 164 and 165:
SECTION 02010 - SUBDRAINAGE PART 1
Page 166 and 167:
1. Gaskets: ASTM C 564, rubber, of
Page 168 and 169:
3. Filter Fabric: Nonwoven, PP geot
Page 170 and 171:
2. Type VI, 1.8-lb/cu. ft. (29-kg/c
Page 172 and 173:
3.5 LANDSCAPING DRAINAGE INSTALLATI
Page 174 and 175:
Set top of cleanout flush with grad
Page 176 and 177:
SECTION 02050 - SELECTIVE DEMOLITIO
Page 178 and 179:
A. Excavated areas associated with
Page 180 and 181:
SECTION 02270 EROSION CONTROL PART
Page 182 and 183:
SECTION 02608 -SANITARY SEWERAGE PI
Page 184 and 185:
B. Gaskets: ASTM C 564, rubber. C.
Page 186 and 187:
2.9 CLEANOUTS A. Gray-Iron Cleanout
Page 188 and 189:
. Unshielded, increaser/reducer-pat
Page 190 and 191:
1. Use light-duty, top-loading clas
Page 192 and 193:
B. Test new piping systems, and par
Page 194 and 195:
SECTION 02630 PIPING, VALVES, GATES
Page 196 and 197:
having a mechanical push-on, or sim
Page 198 and 199:
diameter shall be Class 54, minimum
Page 200 and 201:
PART 18 FLEXIBLE FITTINGS A. Flexib
Page 202 and 203:
PART 24 LEAKAGE TEST leaks repaired
Page 204 and 205:
1. Unions shall be railroad type wi
Page 206 and 207:
2. Before coating, pipe surface sha
Page 208 and 209:
through 12-inch diameter shall meet
Page 210 and 211:
elbows 3 inches in size or larger m
Page 212 and 213:
END OF SECTION 02630 SEGO LILY ELEM
Page 214 and 215:
SECTION 02668 - FIRE WATER SYSTEM P
Page 216 and 217:
F. Cast-Iron Washers: Gray-iron, AS
Page 218 and 219:
SECTION 02810 - UNDERGROUND IRRIGAT
Page 220 and 221: 3) The Contractor shall make neat a
Page 222 and 223: PHONE: DATE OF ACCEPTANCE: IRRIGATI
Page 224 and 225: 4) All splices shall be made with S
Page 226 and 227: 4) If settlement occurs and necessi
Page 228 and 229: A. Adjustment of the System: 1) The
Page 230 and 231: SECTION 02830 - FENCES AND GATES PA
Page 232 and 233: SECTION 02900 - LANDSCAPING GENERAL
Page 234 and 235: stipulate when and how said varianc
Page 236 and 237: 4) All plants shall be true to name
Page 238 and 239: planting. F. Immediately after plan
Page 240 and 241: B. The Contractor shall, within ten
Page 242: DIVISION 3 - CONCRETE Section 03300
Page 245 and 246: D. Test Patch Area: Contractor shal
Page 247 and 248: a. "Pozzolith R" Master Builders b.
Page 249 and 250: D. Use air-entraining admixture in
Page 251 and 252: 3. Locate construction joints not s
Page 253 and 254: A. Rough Form Finish: For formed su
Page 255 and 256: flat surfaces, by application of ap
Page 257 and 258: H. Perform structural repairs with
Page 259 and 260: SEGO LILY ELEMENTARY SCHOOL CLASSRO
Page 262 and 263: SECTION 04200 - UNIT MASONRY PART 1
Page 264 and 265: 2.03 CONCRETE MASONRY UNITS (CMU) 1
Page 266 and 267: mortar and grout materials, maintai
Page 268 and 269: 3.07 CURING A. Provide thorough cur
Page 270: DIVISION 5 - METALS Section 05120 -
Page 275 and 276: 2.04 SHOP PAINTING A. Shop paint st
Page 277 and 278: F. Shop-Bolted Connections: Inspect
Page 279 and 280: 1.06 QUALIFICATIONS A. The fabricat
Page 281 and 282: END OF SECTION Paint field-applied
Page 283 and 284: PART 2 - PRODUCTS 2.01 MATERIALS to
Page 285 and 286: K. Touch-Up Painting: After decking
Page 287 and 288: B. Store sheathing level and protec
Page 289 and 290: 1. Type S-12, bugle head, self-tapp
Page 291 and 292: END OF SECTION b. Skim coat surface
Page 293 and 294: nondestructive procedure, deficient
Page 295 and 296: G. Form exposed connections with ha
Page 297 and 298: 3.02 WELDING A. Where welded connec
Page 299 and 300: SEGO LILY ELEMENTARY SCHOOL CLASSRO
Page 301 and 302: B. Store materials in original cont
Page 303 and 304: D. Aluminum compression seal with f
Page 306 and 307: SECTION 06100 - ROUGH CARPENTRY PAR
Page 308 and 309: equipment curbs and support bases,
Page 310 and 311: 3.02 WOOD GROUNDS, NAILERS, BLOCKIN
Page 312 and 313: SECTION 06402 - INTERIOR ARCHITECTU
Page 314 and 315: 4. Other Exposed Surfaces: Faces of
Page 316 and 317: 2. Chain bolts are 3" long, and hav
Page 318 and 319: A. All nominal 1" thick laminate cl
Page 320: DIVISION 7 - THERMAL AND MOISTURE P
Page 323 and 324:
1. Owens-Corning 2. Johns Manville
Page 325 and 326:
Page 327 and 328:
2.02 MATERIALS A. Primer/Adhesive:
Page 329 and 330:
Page 331 and 332:
1. Submit documentation, including
Page 333 and 334:
I. Solvent-Release-Curing Intumesce
Page 335 and 336:
B. Install fill materials for throu
Page 337 and 338:
PART 3 - EXECUTION 3.01 INSPECTION
Page 339 and 340:
2.02 FINISH C. Accessories: 1. Prov
Page 341 and 342:
(1) All costs resulting from modifi
Page 343 and 344:
a. When tested in accordance with A
Page 345 and 346:
B. Aluminum Extrusions: 1. Perimete
Page 347 and 348:
END OF SECTION ____________________
Page 349 and 350:
1.05 SUBMITTALS system and that are
Page 351 and 352:
C. Protect roof insulation material
Page 353 and 354:
1. Thickness: As required to provid
Page 355 and 356:
Stagger joints from joints in insul
Page 357 and 358:
adequacy of adhesion or embedment b
Page 359 and 360:
effect unless the contractor notifi
Page 361 and 362:
Products Qualified Product List" fo
Page 363 and 364:
25 year successful track record. 1.
Page 365 and 366:
3.4 MECHANICALLY FASTENED MEMBRANE
Page 367 and 368:
Page 369 and 370:
2.02 FINISH E. Solder: Grade A, AST
Page 371 and 372:
Page 373 and 374:
3.03 ERECTION A. Erect in strict ac
Page 375 and 376:
1. Certification by joint sealant m
Page 377 and 378:
1. Traffic a. Sika 2C S/L: Sika Cor
Page 379 and 380:
1. Remove all foreign material from
Page 381 and 382:
Page 384 and 385:
SECTION 08100 - HOLLOW METAL DOORS
Page 386 and 387:
3.02 WORKMANSHIP A. All work shall
Page 388 and 389:
SECTION 08200 - WOOD DOORS PART 1 -
Page 390 and 391:
Division 1500-S-4 - Finish System S
Page 392 and 393:
SECTION 08305 - ACCESS DOORS PART 1
Page 394 and 395:
3.01 PREPARATION A. Advise Installe
Page 396 and 397:
SECTION 08400 - ALUMINUM ENTRANCES
Page 398 and 399:
A General: Comply with NAAMM “Met
Page 400 and 401:
SECTION 08700 - FINISH HARDWARE PAR
Page 402 and 403:
2.03 MATERIALS A. Special Tools: 1.
Page 404 and 405:
SET #AL-2 Doors: V02A 2 Continuous
Page 406 and 407:
SET #04 SET #05 SET #06 SET #07 SET
Page 408 and 409:
SET #14 SET #15 3 Door Silencers S1
Page 410 and 411:
SECTION 08800 - GLASS AND GLAZING P
Page 412 and 413:
A. Available Manufacturers: Subject
Page 414 and 415:
C. Examine glass surfaces adjacent
Page 416 and 417:
SECTION 08950 - INSULATED TRANSLUCE
Page 418 and 419:
1.06 PROJECT CONDITIONS A. Field Me
Page 420 and 421:
and mullions shall not exceed 4 for
Page 422:
DIVISION 9 - FINISHES Section 09250
Page 425 and 426:
c. Gold Bond Building Products Div.
Page 427 and 428:
1. Comply with installation instruc
Page 429 and 430:
Page 431 and 432:
108 Series), and the “Tile Handbo
Page 433 and 434:
B. Porcelain Floor Tile (FT-6): 1.
Page 435 and 436:
E. Penetrating Sealer: Non-yellowin
Page 437 and 438:
C. Back Buttering: For installation
Page 439 and 440:
Page 441 and 442:
A. Deliver acoustical ceiling units
Page 443 and 444:
A. Coordination: Furnish layouts fo
Page 445 and 446:
Page 447 and 448:
B. Install resilient flooring and a
Page 449 and 450:
D. Maintain reference markers, hole
Page 451 and 452:
Page 453 and 454:
PART 2 - PRODUCTS 2.01 MANUFACTURER
Page 455 and 456:
flanges of obstructions. Extend car
Page 457 and 458:
I. Operating Parts: Unless otherwis
Page 459 and 460:
F. Lead content in pigment, if any,
Page 461 and 462:
A. General: Apply paint in accordan
Page 463 and 464:
B. Wall and Ceiling Paint Color: SW
Page 466 and 467:
SECTION 10100 - VISUAL DISPLAY BOAR
Page 468 and 469:
1. P3 ceramicsteel markerboard with
Page 470 and 471:
SECTION 10170 - SOLID PHENOLIC PLAS
Page 472 and 473:
a. Color and pattern as selected by
Page 474 and 475:
SECTION 10350 - FLAGPOLES PART 1 -
Page 476 and 477:
E. Halyard Flag Snaps: Provide two
Page 478 and 479:
SECTION 10425 - SIGNAGE PART 1 GENE
Page 480 and 481:
E. Anchors and Inserts: Use nonferr
Page 482 and 483:
L / Principal 8” x 8” 1 PRINCIP
Page 484 and 485:
SECTION 10520 - FIRE EXTINGUISHERS,
Page 486 and 487:
SECTION 10800 - TOILET AND BATH ACC
Page 488 and 489:
D. Framed Mirror Units, General: Fa
Page 490:
DIVISION 11 - EQUIPMENT Section 111
Page 493 and 494:
PART 3 - EXECUTION 3.01 INSTALLATIO
Page 495 and 496:
1.05 DELIVERY A. Deliver appliances
Page 497 and 498:
SHELLEY ELEMENTARY SCHOOL CLASSROOM
Page 500 and 501:
Section 12492 - 2” Horizontal Alu
Page 502 and 503:
2.03 FABRICATION 5. Lifting Mechani
Page 504 and 505:
SECTION 12670 - ENTRANCE MATS PART
Page 506 and 507:
SECTION 15010 - GENERAL PROVISIONS
Page 508 and 509:
e corrected. No waiver of responsib
Page 510 and 511:
changes in direction. It shall be e
Page 512 and 513:
Provide six (6) corrected copies of
Page 514 and 515:
shall turn over to the Owner this c
Page 516:
The contractor shall comply with al
Page 519 and 520:
6. Safety controls, safety valves,
Page 522 and 523:
SECTION 15042 - TESTING PART 1.00 -
Page 524 and 525:
SECTION 15043 - BALANCING PART 1.00
Page 526 and 527:
perforated panels in the computer r
Page 528:
Instrumentation List: A list of ins
Page 531 and 532:
eams. These conditions are to be an
Page 533 and 534:
Copper Piping in Domestic Water Ser
Page 535 and 536:
lugs, and self-contained, pressure-
Page 537 and 538:
HANGERS AND SUPPORTS: General: All
Page 539 and 540:
NOTE: Valves 4" and smaller shall b
Page 541 and 542:
PIPE SPECIALTIES FOR GROOVED END PI
Page 543 and 544:
PRESSURE GAUGES: General: Provide p
Page 545 and 546:
Starters shall be two-speed type or
Page 547 and 548:
mechanical equipment. Shop drawings
Page 549 and 550:
seismic restraints have been instal
Page 551 and 552:
epresentative for approval prior to
Page 553 and 554:
mechanical contractor shall be left
Page 555 and 556:
alance, and operation. If valves ar
Page 557 and 558:
emain straight against strains tend
Page 559 and 560:
Fine crocus cloth or fitting brushe
Page 561 and 562:
Portable Flow Meter Connections: In
Page 563 and 564:
MINIMUM PIPE INSULATION INSULATION
Page 565 and 566:
Insulation on all cold surfaces whe
Page 568 and 569:
SECTION 15400 - PLUMBING PART 1.00
Page 570 and 571:
expense. The fixtures shall be all
Page 572 and 573:
sump receiver, and cast iron dome.
Page 574 and 575:
1. Supply pipe extending from wall
Page 576 and 577:
Basic Requirements: Install pipe sl
Page 578:
Downfeed Hot Water Supply: Each dow
Page 581 and 582:
Work Included Elsewhere: Undergroun
Page 583 and 584:
Hose valves off standpipes shall be
Page 585 and 586:
No piping or valve assemblies shall
Page 587 and 588:
Mode of Operation Boiler shall incl
Page 589 and 590:
___________________________________
Page 591 and 592:
___________________________________
Page 593 and 594:
AIR HANDLING UNIT: (AHU-1) Part 1
Page 595 and 596:
___________________________________
Page 597 and 598:
h. Door-mounted Line Start and Line
Page 599 and 600:
___________________________________
Page 601 and 602:
___________________________________
Page 603 and 604:
___________________________________
Page 605 and 606:
AIR SEPARATORS: Type: Provide air s
Page 607 and 608:
PROTECTION AGAINST THE ELEMENTS: Th
Page 609 and 610:
Approved sealer equal to "Hard Cast
Page 611 and 612:
Duct systems shall have a clearance
Page 613 and 614:
PRE-MANUFACTURED DUCTS: Runouts abo
Page 615 and 616:
Louvers shall be Airolite, Air Bala
Page 617 and 618:
Fan system shall not be operated to
Page 619 and 620:
Furnish and install at locations sh
Page 621 and 622:
INSTALLATION OF DUCTS: All ducts sh
Page 623 and 624:
Supply air ducts operating at press
Page 625 and 626:
1.2 SUBMITTALS A. Product Data - Ma
Page 627 and 628:
A. Manufacturers: All components an
Page 629 and 630:
samples, per input/output point. h.
Page 631 and 632:
following additional control points
Page 633 and 634:
devices. 4. Panel Wiring: Run all w
Page 635 and 636:
air flow. The discharge air tempera
Page 637 and 638:
secondary water differential temper
Page 639 and 640:
4.9 BOlLER ROOM below 100 Deg F. A.
Page 641 and 642:
4.15 GRAPHICS PAGES A. The followin
Page 643 and 644:
Graphic 4 - Equipment Screen SEGO L
Page 645 and 646:
Graphic 6 - Chilled Water Screen SE
Page 647 and 648:
Graphic 8 - Air Handler Screen SEGO
Page 649 and 650:
4.16 DEMONSTRATION A. Completely ch
Page 652:
DIVISION 16 - ELECTRICAL Section 16
Page 655 and 656:
D. Under no conditions are beams, g
Page 657 and 658:
For feeders 601 Amps to 6000 Amps:
Page 659 and 660:
I. All materials and equipment inst
Page 661 and 662:
F. Locations of items shown on the
Page 663 and 664:
connecting. Motor rotations shall b
Page 665 and 666:
3.16 FINAL OBSERVATION: A. Contract
Page 667 and 668:
D. Under no conditions are beams, g
Page 669 and 670:
For feeders 601 Amps to 6000 Amps:
Page 671 and 672:
I. All materials and equipment inst
Page 673 and 674:
F. Locations of items shown on the
Page 675 and 676:
connecting. Motor rotations shall b
Page 677 and 678:
3.16 FINAL OBSERVATION: A. Contract
Page 679 and 680:
deflection exceeding 1/100 of the s
Page 681 and 682:
Page 683 and 684:
PART 3 - EXECUTION 3.1 SPLICES AND
Page 685 and 686:
A. All conduits shall be ! inch min
Page 687 and 688:
U. All conduit leaving building env
Page 689 and 690:
E. Flush floor receptacles to be du
Page 691 and 692:
G. Operating handles shall be mount
Page 693 and 694:
a second ground bus bonded to the p
Page 695 and 696:
B. COMBINATION STARTER/DISCONNECTS
Page 697 and 698:
Page 699 and 700:
1.3 SUBMITTALS: Neutral to Ground 4
Page 701 and 702:
Page 703 and 704:
2.2 MATERIALS: A. Polystyrene lense
Page 705 and 706:
a. Where available as standard prod
Page 707 and 708:
K. Undercabinet and similar fixture
Page 709 and 710:
3.1 INSTALLATION: A. Label all rela
Page 711 and 712:
H. Transformer / latching relay des
Page 713 and 714:
size and weight moves only within o
Page 715 and 716:
PART 3 - EXECUTION 3.1 PERFORMANCE:
Page 717 and 718:
B. Division-16 Basic Materials and
Page 719 and 720:
automatic test reports every 24 hou
Page 721 and 722:
7. Lightning protection shall be a
Page 723 and 724:
A. Thermal detectors shall operate
Page 725 and 726:
3.2 DEVICE LOCATION A. Install smok
Page 727 and 728:
B. Related Sections: The following
Page 729 and 730:
agency must have established busine
Page 731 and 732:
3. One zone for corridor speakers.
Page 733 and 734:
Emergency announcements originating
Page 735 and 736:
E. PROGRAM DISTRIBUTION SYSTEM: 1.
Page 737 and 738:
2.4 WIRING: b. All ceiling-mounted
Page 739 and 740:
talk, and other impairments. Provid
Page 741 and 742:
D. Fasten all equipment securely in
Page 743 and 744:
B. Requests for substitution of oth
Page 745 and 746:
Page 747 and 748:
B. Requests for substitution of oth
Page 749 and 750:
B. Review and coordinate security s
Page 751 and 752:
Page 753 and 754:
1.2 REFERENCES: b. Providing 120V w
Page 755 and 756:
B. Perform no portion of the work r
Page 757 and 758:
guarantee period. Final payment sha
Page 759 and 760:
***All K Type terminations are to u
Page 761 and 762:
PART 3 - EXECUTION 3.1 INSTALLATION
Page 763 and 764:
e. All cables will be separated by
Page 765 and 766:
Page 768 and 769:
APPENDIX A - GEOTECHNICAL REPORT Th
Page 770:
! ! ! ! ! ! ! ! ! ! ! ! ! ! GEOTECH
Page 773 and 774:
! APPENDIX A ! "#$#%#&'!()*! +,-./0
Page 775 and 776:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 777 and 778:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 779 and 780:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 781 and 782:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 783 and 784:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 785 and 786:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 787 and 788:
! APPENDIX A Vicinity Map Site Plan
Page 789 and 790:
B-1 Map provided by SL&A Architects
Page 791 and 792:
PSI Job No.: 710-85060 Project: Pro
Page 793 and 794:
PSI Job No.: 710-85060 Drilling Met
Page 795 and 796:
PSI Job No.: 710-85060 Project: Pro
show all

Complete Compiled Specification.pdf - Peck Ormsby Construction

Create successful ePaper yourself

Delete template?

Save as template?