Complete Compiled Specification.pdf - Peck Ormsby Construction

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1. Gaskets: ASTM C 564, rubber, of thickness matching class of pipe. C. PE Drainage Tubing and Fittings: AASHTO M 252, Type S, corrugated, with smooth waterway, for coupled joints. 1. Couplings: AASHTO M 252, corrugated, band type, matching tubing and fittings. D. PE Pipe and Fittings: AASHTO M 294, Type S, corrugated, with smooth waterway, for coupled joints. 1. Couplings: AASHTO M 294, corrugated, band type, matching tubing and fittings. E. PVC Sewer Pipe and Fittings: ASTM D 3034, SDR 35, bell-and-spigot ends, for gasketed joints. 1. Gaskets: ASTM F 477, elastomeric seal. 2.5 SPECIAL PIPE COUPLINGS A. Comply with ASTM C 1173, elastomeric, sleeve-type, reducing or transition coupling, for joining underground nonpressure piping. Include ends of same sizes as piping to be joined and corrosion-resistant metal tension band and tightening mechanism on each end. 1. Sleeve Materials: a. For Concrete Pipes: ASTM C 443 (ASTM C 443M), rubber. b. For Cast-Iron Soil Pipes: ASTM C 564, rubber. c. For Plastic Pipes: ASTM F 477, elastomeric seal or ASTM D 5926, PVC. d. For Dissimilar Pipes: ASTM D 5926, PVC or other material compatible with pipe materials being joined. 2. Unshielded Flexible Couplings: Elastomeric sleeve with stainless-steel shear ring and corrosion-resistant metal tension band and tightening mechanism on each end. 3. Shielded Flexible Couplings: ASTM C 1460, elastomeric or rubber sleeve with full-length, corrosion-resistant outer shield and corrosion-resistant metal tension band and tightening mechanism on each end. 2.6 CLEANOUTS A. Cast-Iron Cleanouts: ASME A112.36.2M; with round-flanged, cast-iron housing; and secured, scoriated, Medium-Duty Loading class, cast-iron cover. Include cast-iron ferrule and countersunk, brass cleanout plug. B. Copper-Alloy Cleanouts: ASME A112.36.2M; with round-flanged, cast-iron housing with clamping device; and scoriated, Medium-Duty Loading class, copper-alloy cover. Include countersunk, brass cleanout plug. C. PVC Cleanouts: ASTM D 3034, PVC cleanout threaded plug and threaded pipe hub. SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION SUBDRAINAGE MARCH 2, 2009 02010 - 3
2.7 DRAINAGE CONDUITS A. Molded-Sheet Drainage Conduits: Prefabricated geocomposite with cuspated, molded-plastic drainage core wrapped in geotextile filter fabric. 1. Nominal Size: 12 inches (305 mm) high by approximately 1 inch (25 mm) thick. a. Minimum In-Plane Flow: 30 gpm (114 L/min.) at hydraulic gradient of 1.0 when tested according to ASTM D 4716. 2. Nominal Size: 18 inches (457 mm) high by approximately 1 inch (25 mm) thick. a. Minimum In-Plane Flow: 45 gpm (170 L/min.) at hydraulic gradient of 1.0 when tested according to ASTM D 4716. 3. Filter Fabric: PP geotextile. 4. Fittings: HDPE with combination NPS 4 and NPS 6 (DN 100 and DN 150) outlet connection. B. Multipipe Drainage Conduits: Prefabricated geocomposite with interconnected, corrugated, perforated-pipe core molded from HDPE complying with ASTM D 1248 and wrapped in geotextile filter fabric. 1. Nominal Size: 6 inches (152 mm) high by approximately 1-1/4 inches (31 mm) thick. a. Minimum In-Plane Flow: 15 gpm (57 L/min.) at hydraulic gradient of 1.0 when tested according to ASTM D 4716. 2. Nominal Size: 12 inches (305 mm) high by approximately 1-1/4 inches (31 mm) thick. a. Minimum In-Plane Flow: 30 gpm (114 L/min.) at hydraulic gradient of 1.0 when tested according to ASTM D 4716. 3. Nominal Size: 18 inches (457 mm) high by approximately 1-1/4 inches (31 mm) thick. a. Minimum In-Plane Flow: 45 gpm (170 L/min.) at hydraulic gradient of 1.0 when tested according to ASTM D 4716. 4. Filter Fabric: Nonwoven, needle-punched geotextile. 5. Fittings: HDPE with combination NPS 4 and NPS 6 (DN 100 and DN 150) outlet connection. 6. Couplings: HDPE. C. Single-Pipe Drainage Conduits: Prefabricated geocomposite with perforated corrugated core molded from HDPE complying with ASTM D 3350 and wrapped in geotextile filter fabric. 1. Nominal Size: 12 inches (305 mm) high by approximately 1 inch (25 mm) thick. a. Minimum In-Plane Flow: 30 gpm (114 L/min.) at hydraulic gradient of 1.0 when tested according to ASTM D 4716. 2. Nominal Size: 18 inches (457 mm) high by approximately 1 inch (25 mm) thick. a. Minimum In-Plane Flow: 45 gpm (170 L/min.) at hydraulic gradient of 1.0 when tested according to ASTM D 4716. SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION SUBDRAINAGE MARCH 2, 2009 02010 - 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:
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 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
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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
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4) All splices shall be made with S
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4) If settlement occurs and necessi
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A. Adjustment of the System: 1) The
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SECTION 02830 - FENCES AND GATES PA
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SECTION 02900 - LANDSCAPING GENERAL
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stipulate when and how said varianc
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4) All plants shall be true to name
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planting. F. Immediately after plan
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B. The Contractor shall, within ten
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DIVISION 3 - CONCRETE Section 03300
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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
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3. Locate construction joints not s
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A. Rough Form Finish: For formed su
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flat surfaces, by application of ap
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H. Perform structural repairs with
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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
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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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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
Page 451 and 452:
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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
Page 466 and 467:
SECTION 10100 - VISUAL DISPLAY BOAR
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1. P3 ceramicsteel markerboard with
Page 470 and 471:
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
Page 478 and 479:
SECTION 10425 - SIGNAGE PART 1 GENE
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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,
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SECTION 10800 - TOILET AND BATH ACC
Page 488 and 489:
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
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
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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,
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
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Starters shall be two-speed type or
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mechanical equipment. Shop drawings
Page 549 and 550:
seismic restraints have been instal
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epresentative for approval prior to
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mechanical contractor shall be left
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alance, and operation. If valves ar
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emain straight against strains tend
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Fine crocus cloth or fitting brushe
Page 561 and 562:
Portable Flow Meter Connections: In
Page 563 and 564:
MINIMUM PIPE INSULATION INSULATION
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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
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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
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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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___________________________________
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___________________________________
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AIR SEPARATORS: Type: Provide air s
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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
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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
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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
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secondary water differential temper
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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
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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
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U. All conduit leaving building env
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E. Flush floor receptacles to be du
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G. Operating handles shall be mount
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a second ground bus bonded to the p
Page 695 and 696:
B. COMBINATION STARTER/DISCONNECTS
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1.3 SUBMITTALS: Neutral to Ground 4
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2.2 MATERIALS: A. Polystyrene lense
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a. Where available as standard prod
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K. Undercabinet and similar fixture
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3.1 INSTALLATION: A. Label all rela
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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:
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B. Division-16 Basic Materials and
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automatic test reports every 24 hou
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7. Lightning protection shall be a
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A. Thermal detectors shall operate
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3.2 DEVICE LOCATION A. Install smok
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B. Related Sections: The following
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agency must have established busine
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3. One zone for corridor speakers.
Page 733 and 734:
Emergency announcements originating
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E. PROGRAM DISTRIBUTION SYSTEM: 1.
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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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! 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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