Complete Compiled Specification.pdf - Peck Ormsby Construction

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SECTION 02004 - EXCAVATION SUPPORT AND PROTECTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Summary of Work, apply to this Section. 1.2 SUMMARY A. Section includes temporary excavation support and protection systems. B. Related Sections: 1. Division 1 Section "Project Coordination" for recording preexisting conditions and excavation support and protection system progress. 2. Division 1 Section "Construction Facilities and Temporary Controls" for temporary utilities and support facilities. 1.3 PERFORMANCE REQUIREMENTS A. Furnish, install, monitor, and maintain excavation support and protection system capable of supporting excavation sidewalls and of resisting soil and hydrostatic pressure and superimposed and construction loads. 1. Delegated Design: Design excavation support and protection system, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. 2. Prevent surface water from entering excavations by grading, dikes, or other means. 3. Install excavation support and protection systems without damaging existing buildings, structures, and site improvements adjacent to excavation. 4. Monitor vibrations, settlements, and movements. 1.4 SUBMITTALS A. Shop Drawings: For excavation support and protection system. B. Delegated-Design Submittal: For excavation support and protection system indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C. Coordinate first paragraph below with qualification requirements in Division 1 Section "Field Engineering" Qualification Data: For qualified land surveyor and professional engineer. D. Other Informational Submittals: SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION EXCAVATION SUPPORT AND PROTECTION M MARCH 2, 2009 02004 - 1
1. Videotape: Show existing conditions of adjacent construction and site improvements that might be misconstrued as damage caused by the absence of, the installation of, or the performance of excavation support and protection systems. Submit before Work begins. 2. Record Drawings: Identifying and locating capped utilities and other subsurface structural, electrical, or mechanical conditions. a. Note locations and capping depth of wells and well points. 1.5 QUALITY ASSURANCE A. Preinstallation Conference: Conduct conference at Project site. 1. Review methods and procedures related to excavation support and protection system including, but not limited to, the following: a. Geotechnical report. b. Existing utilities and subsurface conditions. c. Proposed excavations. d. Proposed equipment. e. Monitoring of excavation support and protection system. f. Working area location and stability. g. Coordination with waterproofing. h. Abandonment or removal of excavation support and protection system. 1.6 PROJECT CONDITIONS A. Interruption of Existing Utilities: Do not interrupt any utility serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility according to requirements indicated: 1. Notify Architect, Construction Manager and Owner no fewer than two days in advance of proposed interruption of utility. 2. Do not precede with interruption of utility without Architect's, Construction Manager's and Owner's written permission. B. Survey Work: Engage a qualified land surveyor or professional engineer to survey adjacent existing buildings, structures, and site improvements; establish exact elevations at fixed points to act as benchmarks. Clearly identify benchmarks and record existing elevations. 1. During installation of excavation support and protection systems, regularly resurvey benchmarks, maintaining an accurate log of surveyed elevations and positions for comparison with original elevations and positions. Promptly notify Architect if changes in elevations or positions occur or if cracks, sags, or other damage is evident in adjacent construction. END OF SECTION 02004 SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION EXCAVATION SUPPORT AND PROTECTION M MARCH 2, 2009 02004 - 2
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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
Page 55 and 56: affected by decisions or actions re
Page 57 and 58: transmit submittals to the Architec
Page 59 and 60: 1.06 SHOP DRAWINGS 10. Change order
Page 61 and 62: PART 2 - PRODUCTS (Not Applicable)
Page 63 and 64: 2.01 PAYMENT FOR TESTING SERVICES A
Page 65 and 66: 1.08 WATER beyond the contract limi
Page 67 and 68: A. Prior to final inspection and co
Page 69 and 70: ! ! SEGO LILY ELEMENTARY SCHOOL CLA
Page 71 and 72: A. Operational Elements: Do not cut
Page 73 and 74: SEGO LILY ELEMENTARY SCHOOL CLASSRO
Page 75 and 76: D. Owner’s Recourse: Written warr
Page 77 and 78: B. List of Systems and Subsystems:
Page 79 and 80: 2.04 PRODUCTS MAINTENANCE MANUAL A.
Page 81 and 82: E. Drawings: Prepare drawings suppl
Page 84 and 85: SECTION 02001 GENERAL SITE CONSTRUC
Page 86 and 87: SECTION 02002 - SITE CLEARING PART
Page 88 and 89: 2.2 TEMPORARY EROSION AND SEDIMENTA
Page 90 and 91: 2.7 SITE IMPROVEMENTS A. Remove exi
Page 92 and 93: SECTION 02003 - EARTH MOVING PART 1
Page 94 and 95: 2. Bulk Excavation: Late-model, tra
Page 96 and 97: J. Sand: ASTM C 33; fine aggregate,
Page 98 and 99: prices included in the Contract Doc
Page 100 and 101: concrete fill, with 28-day compress
Page 102 and 103: C. Compact soil materials to not le
Page 104 and 105: 3.20 PROTECTION A. Protecting Grade
Page 108 and 109: SECTION 02005 - ASPHALT PAVING PART
Page 110 and 111: B. Store pavement-marking materials
Page 112 and 113: 2.4 MIXES A. Hot-Mix Asphalt: Dense
Page 114 and 115: 3.4 SURFACE PREPARATION A. General:
Page 116 and 117: I. Erect barricades to protect pavi
Page 118 and 119: SECTION 02006 - CONCRETE PAVING PAR
Page 120 and 121: 6. Approved mockups may become part
Page 122 and 123: 1. Aggregate Sizes: 3/4 to 1 inch n
Page 124 and 125: C. Add air-entraining admixture at
Page 126 and 127: 3.5 JOINTS D. Install welded wire r
Page 128 and 129: 1. Remove and replace concrete that
Page 130 and 131: 2. Uniformly distribute approximate
Page 132 and 133: 1. Spread glass beads uniformly int
Page 134 and 135: SECTION 02007- SITE SIGNAGE PART 1
Page 136 and 137: C. Anchor sign panels securely to s
Page 138 and 139: SECTION 02008 - WATER UTILITY PIPIN
Page 140 and 141: thick. Provide blue tape with black
Page 142 and 143: PART 3 - EXECUTION 3.1 Examination:
Page 144 and 145: 3.8 PIPE JOINT CONSTRUCTION A. Basi
Page 146 and 147: SECTION 02009 - STORM UTILITY DRAIN
Page 148 and 149: 2.3 HUBLESS CAST-IRON SOIL PIPE AND
Page 150 and 151: 2.8 MANHOLES A. Standard Precast Co
Page 152 and 153: 5. Adjusting Rings: Interlocking ri
Page 154 and 155: B. PE Sheeting: ASTM D 4397, with a
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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
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having a mechanical push-on, or sim
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diameter shall be Class 54, minimum
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PART 18 FLEXIBLE FITTINGS A. Flexib
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PART 24 LEAKAGE TEST leaks repaired
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1. Unions shall be railroad type wi
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2. Before coating, pipe surface sha
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through 12-inch diameter shall meet
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elbows 3 inches in size or larger m
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END OF SECTION 02630 SEGO LILY ELEM
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SECTION 02668 - FIRE WATER SYSTEM P
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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
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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
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PART 3 - EXECUTION 3.01 INSTALLATIO
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1.05 DELIVERY A. Deliver appliances
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SHELLEY ELEMENTARY SCHOOL CLASSROOM
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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
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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,
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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
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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-
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HANGERS AND SUPPORTS: General: All
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NOTE: Valves 4" and smaller shall b
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PIPE SPECIALTIES FOR GROOVED END PI
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PRESSURE GAUGES: General: Provide p
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Starters shall be two-speed type or
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mechanical equipment. Shop drawings
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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
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Portable Flow Meter Connections: In
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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
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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.
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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
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G. Operating handles shall be mount
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a second ground bus bonded to the p
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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
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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 ! "#$#%#&'!()*! +,-./0
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!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
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!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
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!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
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!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 783 and 784:
!"#$"%&'(%)*+,'-('"".('-+/"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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