Complete Compiled Specification.pdf - Peck Ormsby Construction

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A. Portland Cement: ASTM C150 1. Type II: All concrete in contact with soil. 2. Type I: All uses except where Type II is specified. 3. Use one brand of cement throughout project, unless otherwise acceptable to Architect. B. Fly Ash: 15 percent maximum by weight. C. Aggregates: ASTM C-33. For exterior exposed concrete, do not use fine or coarse aggregates containing spall-causing deleterious substances. D. Water: Potable. E. Admixtures, General: Provide admixtures for concrete that contain not more than 0.1 percent chloride ions. F. Air-Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with other required admixtures. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the work include, but are not limited to, the following: a. "Air-Mix" or "Perma-Air," Euclid Chemical Co. b. "Darex AEA" or "Daravair," W.R. Grace & Co. c. "MB-VR" or "Micro-Air," Master Builders, Inc. d. "Sealtight AEA," W.R. Meadows, Inc. e. "Sika AER," Sika Corp. G. Water-Reducing Admixture: ASTM C 494, Type A. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the work include, but are not limited to, the following: a. "Eucon WR-75," Euclid Chemical Co. b. "WRDA," W.R. Grace & Co. c. "Pozzolith Normal" or "Polyheed," Master Builders, Inc. d. "Prokrete-N" Prokrete Industries. e. "Plastocrete 161," Sika Corp. H. High-Range Water-Reducing Admixture (Super Plasticizer): ASTM C 494, Type F or Type G. 1. Available Products: Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to the following: a. "WRDA 19" or "Daracem" W.R. Grace b. "PSP" Prokrete Industries c. "Sikament 300" Sika Corp. d. "Eucon 37" Euclid Chemical Co. e. "Rheobuild" Master Builders I. Water-Reducing, Accelerating Admixture: ASTM C 494, Type E. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the work include, but are limited to the following: a. "Accelguard 80," Euclid Chemical Co. b. "Daraset," W.R. Grace & Co. c. "Pozzutec 20," Master Builders, Inc. J. Water-Reducing, Retarding Admixture: ASTM C 494, Type D. 1. Available Products: Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to the following: SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009 CONCRETE WORK 03300 - 3
a. "Pozzolith R" Master Builders b. "Eucon Retarder 75" Euclid Chemical Co. c. "Daratard 17" W.R. Grace d. "Plastiment" Sika Chemical Co. K. Calcium Chloride: NOT PERMITTED 2.04 RELATED MATERIALS A. Moisture Retaining Cover: One of the following, complying with ASTM C 171: a. Waterproof Paper b. Polyethylene Film c. Polyethylene-coated Burlap B. Liquid Membrane-Forming Curing/Sealing Compound: Two coat application. 1. Products: Provide curing-sealing compound from one of the following manufacturers: a. “Ashford Formula,” Curecrete Chemical Co., Springville, UT, (801/489-5663) b. “Sealtex 400,” Rocky Mountain Supply Co., Lakewood, CO (303/988-6294). C. Expansion Joint Filler: Bituminous impregnated fiberboard, complying with ASTM 1751, AASHO M-213. D. Joint Sealant: Construction or control joint filler shall be a semi-rigid epoxy with a shore "A" hardness of 80 +/-. 1. Available Products: Provide one of the following products: a. "Penatron RM/3003," Accelerated Systems Technology Corp., Riverside, CA (714-781-4990). b. "Degadur 330," Degussa Corporation, Allendale, N.J. 07401 (201-818- 3700). E. Anti-Spalling Compound: Compound consisting of 50% linseed oil and 50% (by volume) of commercial grade kerosene or mineral spirits. Products complying with ASTM D-260, FSS-TT-L-190c may be used. F. Nonshrink, Nonmetallic Grout: CRD-C 621, factory premixed grout. 1. Available Products: Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to the following: a. "Masterflow 713," Master Builders b. "Sonogrout," BASF c. "Euco-NS," Euclid Chemical Co. d. "Crystex," L&M Construction Chemical Co. e. "Sure-Grip Grout," Dayton Superior Corp. 2. Minimum PSI: 4,000. G. Bonding Compound: Polyvinyl acetate or acrylic base, rewettable type. 1. Available Products: Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to the following: a. Polyvinyl Acetate (Interior Only): 1) "Superior Concrete Bonder," Dayton Superior Corp. 2) "Euco Weld," Euclid Chemical Co. 3) "Weld-Crete," Larsen Products Corp. 4) "Everweld," L&M Construction Chemicals, Inc. b. Acrylic or Styrene Butadiene: 1) "Day-Chem Ad Bond," Dayton Superior Corp. SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009 CONCRETE WORK 03300 - 4
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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
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37. NPS 18 to NPS 36 (DN 450 to DN
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1. Join hub-and-spigot, cast-iron s
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3.9 CATCH BASIN INSTALLATION A. Con
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a. Alignment: Less than full diamet
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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
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3.5 LANDSCAPING DRAINAGE INSTALLATI
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Set top of cleanout flush with grad
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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
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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
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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: D. Test Patch Area: Contractor shal
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 273 and 274: B. Qualifications for Welding Work:
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
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3.02 WELDING A. Where welded connec
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B. Store materials in original cont
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D. Aluminum compression seal with f
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SECTION 06100 - ROUGH CARPENTRY PAR
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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
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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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2.02 MATERIALS A. Primer/Adhesive:
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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
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a. When tested in accordance with A
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B. Aluminum Extrusions: 1. Perimete
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END OF SECTION ____________________
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1.05 SUBMITTALS system and that are
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C. Protect roof insulation material
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1. Thickness: As required to provid
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Stagger joints from joints in insul
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adequacy of adhesion or embedment b
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effect unless the contractor notifi
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Products Qualified Product List" fo
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25 year successful track record. 1.
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3.4 MECHANICALLY FASTENED MEMBRANE
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2.02 FINISH E. Solder: Grade A, AST
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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
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1. Remove all foreign material from
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SECTION 08100 - HOLLOW METAL DOORS
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3.02 WORKMANSHIP A. All work shall
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SECTION 08200 - WOOD DOORS PART 1 -
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Division 1500-S-4 - Finish System S
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SECTION 08305 - ACCESS DOORS PART 1
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3.01 PREPARATION A. Advise Installe
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SECTION 08400 - ALUMINUM ENTRANCES
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A General: Comply with NAAMM “Met
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SECTION 08700 - FINISH HARDWARE PAR
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2.03 MATERIALS A. Special Tools: 1.
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SET #AL-2 Doors: V02A 2 Continuous
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SET #04 SET #05 SET #06 SET #07 SET
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SET #14 SET #15 3 Door Silencers S1
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SECTION 08800 - GLASS AND GLAZING P
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A. Available Manufacturers: Subject
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C. Examine glass surfaces adjacent
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SECTION 08950 - INSULATED TRANSLUCE
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1.06 PROJECT CONDITIONS A. Field Me
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and mullions shall not exceed 4 for
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DIVISION 9 - FINISHES Section 09250
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c. Gold Bond Building Products Div.
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1. Comply with installation instruc
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108 Series), and the “Tile Handbo
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B. Porcelain Floor Tile (FT-6): 1.
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E. Penetrating Sealer: Non-yellowin
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C. Back Buttering: For installation
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A. Deliver acoustical ceiling units
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A. Coordination: Furnish layouts fo
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B. Install resilient flooring and a
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D. Maintain reference markers, hole
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PART 2 - PRODUCTS 2.01 MANUFACTURER
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flanges of obstructions. Extend car
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I. Operating Parts: Unless otherwis
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F. Lead content in pigment, if any,
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A. General: Apply paint in accordan
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B. Wall and Ceiling Paint Color: SW
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SECTION 10100 - VISUAL DISPLAY BOAR
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1. P3 ceramicsteel markerboard with
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SECTION 10170 - SOLID PHENOLIC PLAS
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a. Color and pattern as selected by
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SECTION 10350 - FLAGPOLES PART 1 -
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E. Halyard Flag Snaps: Provide two
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SECTION 10425 - SIGNAGE PART 1 GENE
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E. Anchors and Inserts: Use nonferr
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L / Principal 8” x 8” 1 PRINCIP
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SECTION 10520 - FIRE EXTINGUISHERS,
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SECTION 10800 - TOILET AND BATH ACC
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D. Framed Mirror Units, General: Fa
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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
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SHELLEY ELEMENTARY SCHOOL CLASSROOM
Page 500 and 501:
Section 12492 - 2” Horizontal Alu
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2.03 FABRICATION 5. Lifting Mechani
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SECTION 12670 - ENTRANCE MATS PART
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SECTION 15010 - GENERAL PROVISIONS
Page 508 and 509:
e corrected. No waiver of responsib
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changes in direction. It shall be e
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Provide six (6) corrected copies of
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shall turn over to the Owner this c
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The contractor shall comply with al
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6. Safety controls, safety valves,
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SECTION 15042 - TESTING PART 1.00 -
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SECTION 15043 - BALANCING PART 1.00
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perforated panels in the computer r
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Instrumentation List: A list of ins
Page 531 and 532:
eams. These conditions are to be an
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Copper Piping in Domestic Water Ser
Page 535 and 536:
lugs, and self-contained, pressure-
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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
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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
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alance, and operation. If valves ar
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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
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SECTION 15400 - PLUMBING PART 1.00
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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
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Downfeed Hot Water Supply: Each dow
Page 581 and 582:
Work Included Elsewhere: Undergroun
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Hose valves off standpipes shall be
Page 585 and 586:
No piping or valve assemblies shall
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Mode of Operation Boiler shall incl
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___________________________________
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___________________________________
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AIR HANDLING UNIT: (AHU-1) Part 1
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___________________________________
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h. Door-mounted Line Start and Line
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___________________________________
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___________________________________
Page 603 and 604:
___________________________________
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AIR SEPARATORS: Type: Provide air s
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PROTECTION AGAINST THE ELEMENTS: Th
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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
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Supply air ducts operating at press
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1.2 SUBMITTALS A. Product Data - Ma
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A. Manufacturers: All components an
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samples, per input/output point. h.
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following additional control points
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devices. 4. Panel Wiring: Run all w
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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
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Graphic 4 - Equipment Screen SEGO L
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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
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DIVISION 16 - ELECTRICAL Section 16
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D. Under no conditions are beams, g
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For feeders 601 Amps to 6000 Amps:
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I. All materials and equipment inst
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F. Locations of items shown on the
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connecting. Motor rotations shall b
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3.16 FINAL OBSERVATION: A. Contract
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D. Under no conditions are beams, g
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For feeders 601 Amps to 6000 Amps:
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I. All materials and equipment inst
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F. Locations of items shown on the
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connecting. Motor rotations shall b
Page 677 and 678:
3.16 FINAL OBSERVATION: A. Contract
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deflection exceeding 1/100 of the s
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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:
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1.3 SUBMITTALS: Neutral to Ground 4
Page 701 and 702:
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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
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B. Requests for substitution of oth
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B. Requests for substitution of oth
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B. Review and coordinate security s
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1.2 REFERENCES: b. Providing 120V w
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B. Perform no portion of the work r
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guarantee period. Final payment sha
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***All K Type terminations are to u
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PART 3 - EXECUTION 3.1 INSTALLATION
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e. All cables will be separated by
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APPENDIX A - GEOTECHNICAL REPORT Th
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! ! ! ! ! ! ! ! ! ! ! ! ! ! GEOTECH
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! APPENDIX A ! "#$#%#&'!()*! +,-./0
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!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
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!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
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!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
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! APPENDIX A Vicinity Map Site Plan
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B-1 Map provided by SL&A Architects
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PSI Job No.: 710-85060 Project: Pro
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PSI Job No.: 710-85060 Drilling Met
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PSI Job No.: 710-85060 Project: Pro
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Complete Compiled Specification.pdf - Peck Ormsby Construction

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