Complete Compiled Specification.pdf - Peck Ormsby Construction

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C. After the poles have been installed, shimmed and plumbed, grout the spaces between the pole bases and the concrete base with non-shrink concrete grout material. D. Provide ground rod for poles installed on grade, attached to pole. Install ground rod on the side of the pole base. Do not install ground rod underneath the pole base. E. Provide fuse clips located in handhole for each fixture head circuit. PART 3 - EXECUTION 3.1 INSTALLATION: A. Luminaires installed under this work shall be properly and adequately supported from the building structure except where ceiling construction or other provisions are specifically designed to support the fixture units. Fixture support systems shall provide a safety factor of four. This shall apply to chains, hangers, anchors, clamps, screws, and all other hardware and appurtenances associated with the support system. B. Fixture supports shall provide proper alignment and leveling of fixtures, and shall be arranged to maintain the alignment at all times. The final decision as to adequacy of alignment shall be given by the Architect. C. All light outlets shall be supplied with a fixture. Outlet symbols on the drawings without a type designation shall have a fixture the same as those used in similar or like locations. D. Fixture stem or chain lengths for industrial reflector or bare lamp strip fixtures shall be appropriate for the space and for coordination with other work such as ducts and piping. Provide swivel hangers for stem-hung fixtures. E. Fixtures shall be left clean at the time of acceptance of the work and every lamp shall be in operation. The responsibility for cleaning or protecting fixtures from dirt, dust, paint, debris, etc. shall rest with the Contractor performing this division of work. F. Prior to the purchase of any luminaire, the finish shall be verified with the Architect and the voltage shall be verified based on the panelboard voltage. G. Fixtures of a given description may be used in more than one type of ceiling. Consult the Architectural Reflected Ceiling plan to obtain this information. Some ceiling types may have changed immediately prior to bidding or by addenda or change order and the changes may not be reflected in the fixture list or fixture designations as shown on the plans. The contractor shall compare the electrical plans with the reflected ceiling plan and confirm that the specified fixtures are compatible with the ceiling system prior to ordering. H. Provide seismic support wires for all recessed fixtures where ceiling framing is not designed for fixture support. I. Provide all recessed lay-in fixtures a flexible power whip of at least 48 inches but not exceeding 72 inches. Where using modular wiring systems, wiring shall be supported from structure, not laying on ceiling tiles. J. Where fixtures are mounted under cabinets, in soffits, coves, or other physically restricting spaces, the contractor shall verify that the fixtures will fit the space prior to ordering. SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION March 2, 2009 LIGHTING Section 16500-5
K. Undercabinet and similar fixtures are to be hard wired. Flexible cords similar to SO cord are not acceptable. L. Air supply fixtures shall be supplied with pattern control vanes. M. See Architectural plans for fire rated ceilings and coordinate fixture installation with general contractor to assure continuity of fire rating. N. Do not mount fluorescent or H.I.D. fixtures within 12" of any cable tray or telecommunications cable. O. Where dimming systems are specified, contractor shall operate fixtures at full intensity for a minimum of 100 hours prior to testing. Lamps shall not be dimmed until the 100 hours is complete. END OF SECTION SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION March 2, 2009 LIGHTING Section 16500-6
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SL&A ARCHITECTS A R C H I T E C T U
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DIVISION 4 - MASONRY Section 04200
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Section 16740 - Telephone and Data
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SECTION 00010 - NOTICE TO SUBCONTRA
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SECTION 00100 - INSTRUCTIONS TO BID
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A. Prior to signing the contract, t
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SECTION 00300 - BID FORM TO: Peck O
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SECTION 00350 - FORMS PART 1 - GENE
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Utah State Tax Commission Exemption
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SECTION 00500 - PROJECT SCHEDULES P
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28. Temporary Field Office, Storage
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SECTION 00700 - GENERAL CONDITIONS
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SUPPLEMENTARY GENERAL CONDITIONS Th
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Irrespective of the requirements as
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DIVISION 1 - GENERAL REQUIREMENTS S
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to this project, unless a higher st
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B. Alternate No. 2 - 80 Mil Single-
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substantiate quantities. 3. Indicat
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A. General: Limitations on usage as
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SEGO LILY ELEMENTARY SCHOOL CLASSRO
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END OF SECTION 4. Copies of Standar
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including related specification sec
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e. Name of supplier. f. Change Orde
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coincide with submittal of the fina
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affected by decisions or actions re
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transmit submittals to the Architec
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1.06 SHOP DRAWINGS 10. Change order
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PART 2 - PRODUCTS (Not Applicable)
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2.01 PAYMENT FOR TESTING SERVICES A
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1.08 WATER beyond the contract limi
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A. Prior to final inspection and co
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! ! SEGO LILY ELEMENTARY SCHOOL CLA
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A. Operational Elements: Do not cut
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D. Owner’s Recourse: Written warr
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B. List of Systems and Subsystems:
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2.04 PRODUCTS MAINTENANCE MANUAL A.
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E. Drawings: Prepare drawings suppl
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SECTION 02001 GENERAL SITE CONSTRUC
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SECTION 02002 - SITE CLEARING PART
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2.2 TEMPORARY EROSION AND SEDIMENTA
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2.7 SITE IMPROVEMENTS A. Remove exi
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SECTION 02003 - EARTH MOVING PART 1
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2. Bulk Excavation: Late-model, tra
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J. Sand: ASTM C 33; fine aggregate,
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prices included in the Contract Doc
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concrete fill, with 28-day compress
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C. Compact soil materials to not le
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3.20 PROTECTION A. Protecting Grade
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SECTION 02004 - EXCAVATION SUPPORT
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SECTION 02005 - ASPHALT PAVING PART
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B. Store pavement-marking materials
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2.4 MIXES A. Hot-Mix Asphalt: Dense
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3.4 SURFACE PREPARATION A. General:
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I. Erect barricades to protect pavi
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SECTION 02006 - CONCRETE PAVING PAR
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6. Approved mockups may become part
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1. Aggregate Sizes: 3/4 to 1 inch n
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C. Add air-entraining admixture at
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3.5 JOINTS D. Install welded wire r
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1. Remove and replace concrete that
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2. Uniformly distribute approximate
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1. Spread glass beads uniformly int
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SECTION 02007- SITE SIGNAGE PART 1
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C. Anchor sign panels securely to s
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SECTION 02008 - WATER UTILITY PIPIN
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thick. Provide blue tape with black
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PART 3 - EXECUTION 3.1 Examination:
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3.8 PIPE JOINT CONSTRUCTION A. Basi
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SECTION 02009 - STORM UTILITY DRAIN
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2.3 HUBLESS CAST-IRON SOIL PIPE AND
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2.8 MANHOLES A. Standard Precast Co
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5. Adjusting Rings: Interlocking ri
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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
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a. Alignment: Less than full diamet
Page 164 and 165:
SECTION 02010 - SUBDRAINAGE PART 1
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1. Gaskets: ASTM C 564, rubber, of
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3. Filter Fabric: Nonwoven, PP geot
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2. Type VI, 1.8-lb/cu. ft. (29-kg/c
Page 172 and 173:
3.5 LANDSCAPING DRAINAGE INSTALLATI
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Set top of cleanout flush with grad
Page 176 and 177:
SECTION 02050 - SELECTIVE DEMOLITIO
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A. Excavated areas associated with
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SECTION 02270 EROSION CONTROL PART
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SECTION 02608 -SANITARY SEWERAGE PI
Page 184 and 185:
B. Gaskets: ASTM C 564, rubber. C.
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2.9 CLEANOUTS A. Gray-Iron Cleanout
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. Unshielded, increaser/reducer-pat
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1. Use light-duty, top-loading clas
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B. Test new piping systems, and par
Page 194 and 195:
SECTION 02630 PIPING, VALVES, GATES
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having a mechanical push-on, or sim
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diameter shall be Class 54, minimum
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PART 18 FLEXIBLE FITTINGS A. Flexib
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PART 24 LEAKAGE TEST leaks repaired
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1. Unions shall be railroad type wi
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2. Before coating, pipe surface sha
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through 12-inch diameter shall meet
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elbows 3 inches in size or larger m
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END OF SECTION 02630 SEGO LILY ELEM
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SECTION 02668 - FIRE WATER SYSTEM P
Page 216 and 217:
F. Cast-Iron Washers: Gray-iron, AS
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SECTION 02810 - UNDERGROUND IRRIGAT
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3) The Contractor shall make neat a
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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
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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
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DIVISION 3 - CONCRETE Section 03300
Page 245 and 246:
D. Test Patch Area: Contractor shal
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a. "Pozzolith R" Master Builders b.
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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
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flat surfaces, by application of ap
Page 257 and 258:
H. Perform structural repairs with
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Page 262 and 263:
SECTION 04200 - UNIT MASONRY PART 1
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2.03 CONCRETE MASONRY UNITS (CMU) 1
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mortar and grout materials, maintai
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3.07 CURING A. Provide thorough cur
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DIVISION 5 - METALS Section 05120 -
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B. Qualifications for Welding Work:
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2.04 SHOP PAINTING A. Shop paint st
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F. Shop-Bolted Connections: Inspect
Page 279 and 280:
1.06 QUALIFICATIONS A. The fabricat
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END OF SECTION Paint field-applied
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PART 2 - PRODUCTS 2.01 MATERIALS to
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K. Touch-Up Painting: After decking
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B. Store sheathing level and protec
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1. Type S-12, bugle head, self-tapp
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END OF SECTION b. Skim coat surface
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nondestructive procedure, deficient
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G. Form exposed connections with ha
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3.02 WELDING A. Where welded connec
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Page 301 and 302:
B. Store materials in original cont
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D. Aluminum compression seal with f
Page 306 and 307:
SECTION 06100 - ROUGH CARPENTRY PAR
Page 308 and 309:
equipment curbs and support bases,
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3.02 WOOD GROUNDS, NAILERS, BLOCKIN
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SECTION 06402 - INTERIOR ARCHITECTU
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4. Other Exposed Surfaces: Faces of
Page 316 and 317:
2. Chain bolts are 3" long, and hav
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A. All nominal 1" thick laminate cl
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DIVISION 7 - THERMAL AND MOISTURE P
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1. Owens-Corning 2. Johns Manville
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Page 327 and 328:
2.02 MATERIALS A. Primer/Adhesive:
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Page 331 and 332:
1. Submit documentation, including
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I. Solvent-Release-Curing Intumesce
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B. Install fill materials for throu
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PART 3 - EXECUTION 3.01 INSPECTION
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2.02 FINISH C. Accessories: 1. Prov
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(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
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END OF SECTION ____________________
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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
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Products Qualified Product List" fo
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25 year successful track record. 1.
Page 365 and 366:
3.4 MECHANICALLY FASTENED MEMBRANE
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2.02 FINISH E. Solder: Grade A, AST
Page 371 and 372:
Page 373 and 374:
3.03 ERECTION A. Erect in strict ac
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1. Certification by joint sealant m
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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
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3.02 WORKMANSHIP A. All work shall
Page 388 and 389:
SECTION 08200 - WOOD DOORS PART 1 -
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Division 1500-S-4 - Finish System S
Page 392 and 393:
SECTION 08305 - ACCESS DOORS PART 1
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3.01 PREPARATION A. Advise Installe
Page 396 and 397:
SECTION 08400 - ALUMINUM ENTRANCES
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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.
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SET #AL-2 Doors: V02A 2 Continuous
Page 406 and 407:
SET #04 SET #05 SET #06 SET #07 SET
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SET #14 SET #15 3 Door Silencers S1
Page 410 and 411:
SECTION 08800 - GLASS AND GLAZING P
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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
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and mullions shall not exceed 4 for
Page 422:
DIVISION 9 - FINISHES Section 09250
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c. Gold Bond Building Products Div.
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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: SEGO LILY ELEMENTARY SCHOOL CLASSRO
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 699 and 700: 1.3 SUBMITTALS: Neutral to Ground 4
Page 703 and 704: 2.2 MATERIALS: A. Polystyrene lense
Page 705: a. Where available as standard prod
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 747 and 748: B. Requests for substitution of oth
Page 749 and 750: B. Review and coordinate security s
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#.$+ 1"
Page 783 and 784:
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Page 785 and 786:
!"#$"%&'(%)*+,'-('"".('-+/"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
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