Complete Compiled Specification.pdf - Peck Ormsby Construction

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. Unshielded, increaser/reducer-pattern, flexible or rigid couplings for pipes with different OD. c. Ring-type flexible couplings for piping of different sizes where annular space between smaller piping's OD and larger piping's ID permits installation. 2. Use pressure-type pipe couplings for force-main joints. B. Special Pipe Fittings: Use for pipe expansion and deflection. Pipe couplings and special pipe fittings with pressure ratings at least equal to piping rating may be used in applications below, unless otherwise indicated. C. Gravity-Flow, Nonpressure Sewer Piping: Use any of the following pipe materials for each size range: 1. PVC sewer pipe and fittings; gaskets; and gasketed joints. 2. Ductile-iron pressure pipe, ductile-iron standard or compact fittings, gaskets, and gasketed joints. 3. PVC pressure, PVC pressure fittings, gaskets, and gasketed joints. D. Force-Main Pressure Piping: Use any of the following pipe materials for each size range: 1. PVC Schedule 80, water-service pipe; PVC Schedule 80, water-service-pipe fittings; and solvent-cemented joints. 2. Ductile-iron pressure pipe; ductile-iron standard or compact fittings; gaskets; and gasketed joints. 3. PVC pressure pipe, PVC pressure fittings, gaskets, and gasketed joints. 3.3 PIPING INSTALLATION A. General Locations and Arrangements: Drawing plans and details indicate general location and arrangement of underground sanitary sewerage piping. Location and arrangement of piping layout take design considerations into account. Install piping as indicated, to extent practical. B. Install piping beginning at low point, true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream. Install gaskets, seals, sleeves, and couplings according to manufacturer's written instructions for use of lubricants, cements, and other installation requirements. C. Install manholes for changes in direction unless fittings are indicated. Use fittings for branch connections unless direct tap into existing sewer is indicated. D. Install proper size increasers, reducers, and couplings where different sizes or materials of pipes and fittings are connected. Reducing size of piping in direction of flow is prohibited. E. Tunneling: Install pipe under streets or other obstructions that cannot be disturbed by tunneling, jacking, or a combination of both. F. Install gravity-flow, nonpressure drainage piping according to the following: 1. Install piping pitched down in direction of flow, at slope indicated. 2. Install piping with restrained joints at tee fittings and at changes in direction for pressure pipe. Use corrosion-resistant rods, pipe or fitting manufacturer's proprietary restraint system, or cast-in-place concrete supports or anchors. 3. Install piping with cover indicated. SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION SANITARY SEWEAGE PIPING MARCH 2, 2009 02608 - 7
4. Notify engineer of clearance problems that would result in changes to grade and alignment. 5. Install ductile-iron culvert piping according to ASTM A 716. 6. Install ductile-iron and special fittings according to AWWA C600 or AWWA M41. 7. Install PVC sewer piping according to ASTM D 2321 and ASTM F 1668. 8. Install PVC profile gravity sewer piping according to ASTM D 2321 and ASTM F 1668. G. Install force-main pressure piping according to the following: 1. Install piping with restrained joints at tee fittings and at horizontal and vertical changes in direction. Use corrosion-resistant rods, pipe or fitting manufacturer's proprietary restraint system, or cast-in-place concrete supports or anchors. 2. Install piping with line and grade as indicated or below frost line if not indicated. 3. Install ductile-iron pressure piping according to AWWA C600 or AWWA M41. 4. Install ductile-iron special fittings according to AWWA C600. 5. Install PVC pressure piping according to AWWA M23 or ASTM D 2774 and ASTM F 1668. 6. Install PVC water-service piping according to ASTM D 2774 and ASTM F 1668. 3.4 PIPE JOINT CONSTRUCTION A. Basic pipe joint construction is specified in Division 2 Section “PIPING, VALVES, GATES, AND SPECIALTIES." Where specific joint construction is not indicated, follow piping manufacturer's written instructions. B. Join gravity-flow, nonpressure drainage piping according to the following: 1. Join ductile-iron culvert piping according to AWWA C600 for push-on joints. 2. Join ductile-iron and special fittings according to AWWA C600 or AWWA M41. 3. Join PVC cellular-core piping according to ASTM D 2321 and ASTM F 891 for solventcement joints. 4. Join PVC sewer piping according to ASTM D 2321 and ASTM D 3034 for elastomericseal joints or ASTM D 3034 for elastomeric gasket joints. 5. Join PVC profile gravity sewer piping according to ASTM D 2321 for elastomeric-seal joints or ASTM F 794 for gasketed joints. 6. Join dissimilar pipe materials with nonpressure-type flexible or rigid couplings. C. Join force-main pressure piping according to the following: 1. Join ductile-iron pressure piping according to AWWA C660 or AWWA M41 for push-on joints. 2. Join ductile-iron special fittings according to AWWA C660 or AWWA M41 for push-on joints. 3. Join PVC pressure piping according to AWWA M23 for gasketed joints. 4. Join PVC water-service piping according to ASTM D 2855 for solvent-cemented joints. D. Join dissimilar pipe materials with pressure-type couplings. 3.5 CLEANOUT INSTALLATION A. Install cleanouts and riser extension from sewer pipe to cleanout at grade. Use same pipe type as sewer line that the cleanout is connected to. Install piping so cleanouts open in direction of flow in sewer pipe. SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION SANITARY SEWEAGE PIPING MARCH 2, 2009 02608 - 8
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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
Page 138 and 139: SECTION 02008 - WATER UTILITY PIPIN
Page 140 and 141: thick. Provide blue tape with black
Page 142 and 143: PART 3 - EXECUTION 3.1 Examination:
Page 144 and 145: 3.8 PIPE JOINT CONSTRUCTION A. Basi
Page 146 and 147: SECTION 02009 - STORM UTILITY DRAIN
Page 148 and 149: 2.3 HUBLESS CAST-IRON SOIL PIPE AND
Page 150 and 151: 2.8 MANHOLES A. Standard Precast Co
Page 152 and 153: 5. Adjusting Rings: Interlocking ri
Page 154 and 155: B. PE Sheeting: ASTM D 4397, with a
Page 156 and 157: 37. NPS 18 to NPS 36 (DN 450 to DN
Page 158 and 159: 1. Join hub-and-spigot, cast-iron s
Page 160 and 161: 3.9 CATCH BASIN INSTALLATION A. Con
Page 162 and 163: a. Alignment: Less than full diamet
Page 164 and 165: SECTION 02010 - SUBDRAINAGE PART 1
Page 166 and 167: 1. Gaskets: ASTM C 564, rubber, of
Page 168 and 169: 3. Filter Fabric: Nonwoven, PP geot
Page 170 and 171: 2. Type VI, 1.8-lb/cu. ft. (29-kg/c
Page 172 and 173: 3.5 LANDSCAPING DRAINAGE INSTALLATI
Page 174 and 175: Set top of cleanout flush with grad
Page 176 and 177: SECTION 02050 - SELECTIVE DEMOLITIO
Page 178 and 179: A. Excavated areas associated with
Page 180 and 181: SECTION 02270 EROSION CONTROL PART
Page 182 and 183: SECTION 02608 -SANITARY SEWERAGE PI
Page 184 and 185: B. Gaskets: ASTM C 564, rubber. C.
Page 186 and 187: 2.9 CLEANOUTS A. Gray-Iron Cleanout
Page 190 and 191: 1. Use light-duty, top-loading clas
Page 192 and 193: B. Test new piping systems, and par
Page 194 and 195: SECTION 02630 PIPING, VALVES, GATES
Page 196 and 197: having a mechanical push-on, or sim
Page 198 and 199: diameter shall be Class 54, minimum
Page 200 and 201: PART 18 FLEXIBLE FITTINGS A. Flexib
Page 202 and 203: PART 24 LEAKAGE TEST leaks repaired
Page 204 and 205: 1. Unions shall be railroad type wi
Page 206 and 207: 2. Before coating, pipe surface sha
Page 208 and 209: through 12-inch diameter shall meet
Page 210 and 211: elbows 3 inches in size or larger m
Page 212 and 213: END OF SECTION 02630 SEGO LILY ELEM
Page 214 and 215: SECTION 02668 - FIRE WATER SYSTEM P
Page 216 and 217: F. Cast-Iron Washers: Gray-iron, AS
Page 218 and 219: SECTION 02810 - UNDERGROUND IRRIGAT
Page 220 and 221: 3) The Contractor shall make neat a
Page 222 and 223: PHONE: DATE OF ACCEPTANCE: IRRIGATI
Page 224 and 225: 4) All splices shall be made with S
Page 226 and 227: 4) If settlement occurs and necessi
Page 228 and 229: A. Adjustment of the System: 1) The
Page 230 and 231: SECTION 02830 - FENCES AND GATES PA
Page 232 and 233: SECTION 02900 - LANDSCAPING GENERAL
Page 234 and 235: stipulate when and how said varianc
Page 236 and 237: 4) All plants shall be true to name
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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
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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
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1.05 DELIVERY A. Deliver appliances
Page 497 and 498:
SHELLEY ELEMENTARY SCHOOL CLASSROOM
Page 500 and 501:
Section 12492 - 2” Horizontal Alu
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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 -
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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
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eams. These conditions are to be an
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Copper Piping in Domestic Water Ser
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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
Page 551 and 552:
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
Page 559 and 560:
Fine crocus cloth or fitting brushe
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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.
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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
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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
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Approved sealer equal to "Hard Cast
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Duct systems shall have a clearance
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PRE-MANUFACTURED DUCTS: Runouts abo
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Louvers shall be Airolite, Air Bala
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Fan system shall not be operated to
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Furnish and install at locations sh
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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
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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
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Graphic 8 - Air Handler Screen SEGO
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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
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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
Page 691 and 692:
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
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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.
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Emergency announcements originating
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E. PROGRAM DISTRIBUTION SYSTEM: 1.
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2.4 WIRING: b. All ceiling-mounted
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talk, and other impairments. Provid
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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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