Complete Compiled Specification.pdf - Peck Ormsby Construction

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as required by NFPA Standards and Insurance Services Office and submit copies of completed test forms to the building owner. All fire sprinkler related tests requiring the witnessing by local authorities will be the responsibility of this contractor. If tests are not run or do not have the proper witness or documentation, then they will be run late and all damage caused by the system, or caused in uncovering the system for such tests, will be borne by this contractor. The Utah State Fire Marshall and building owner shall be notified (in writing) at least three days in advance of the following: Hydrostatic test and final inspection of overhead, prior to the installation of the ceilings. GENERAL REQUIREMENTS: This contractor shall submit complete drawings, hydraulic calculations, and proper documentation to the local authority having jurisdiction and receive their approval before submitting such material to the Owner's representative for final approval. The contractor will be required to show proof of submittal to the Owner's insurance underwriter and local building authorities before installation may begin. All work of this contractor will be coordinated with other trades to insure minimal changes to the sprinkler system from the designs. Careful coordination of mechanical and electrical ducts, pipe and conduit shall be required. The ceiling cavity must be carefully reviewed and coordinated with all trades. In the event of conflict the installation of the mechanical equipment and piping shall be in the following order: plumbing waste, rainwater, and soil lines' supply, return, and exhaust ductwork; water piping; fire protection piping; and pneumatic control piping. Every effort shall be required to insure that the heads form a symmetrical pattern in the ceiling with the ceiling grid, the lights, and diffusers and grilles and as shown on the Architect's reflected ceiling plan. Offsets shall be made in piping to accommodate ductwork in ceiling. Heads should be symmetrical and all piping run parallel or perpendicular to building lines. In no case shall sprinkler heads be installed closer than 6" from ceiling grids or closer than approved distances from ceiling obstructions. All sprinkler piping shall be run concealed unless approved by the Owner's representative. All lines will be run as high as possible so as to not interfere with future changes to ceiling heights or other mechanical equipment. This contractor will be responsible for all sleeves, core drills, and sealing of penetrations in walls, floors, and structural members to facilitate the installation of the system, however, no holes in, or attachments to structural members will be allowed unless approved by the Owner's representative. All required drains and test pipes will be installed and finished in a workmanlike manner, terminating at a proper location to accommodate the required outflow without damaging the building or landscaping. Drain and test pipe locations shall be approved by the owner's representative. All piping and heads located in un-heated spaces shall be installed with a glycol loop system. Coordinate location with the owner's representative. Indicating valves with tamper switches shall be installed and wired as required by code. Coordinate with electrical contractor. _______________________________________ _______________________________________________________________________________________ ______ SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION March 2, 2009 FIRE PROTECTION 15500-5
No piping or valve assemblies shall be run exposed in a finished area without the prior approval of the owner's representative. JOB CLOSEOUT: This contractor shall assure that all placards, signs, and instruction manuals are in place, and all tests are run before any consideration for final payment will be considered. This includes maintenance manuals, hydraulic calculations placards, spare head cabinets and the proper number of spare heads, and instruction to on-site personnel. This contractor shall, in addition to the above, furnish the owner one (1) set of mylar reproducibles of the sprinkler system "record drawings" for his project files. _______________________________________ _______________________________________________________________________________________ ______ SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION March 2, 2009 FIRE PROTECTION 15500-6
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SL&A ARCHITECTS A R C H I T E C T U
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DIVISION 4 - MASONRY Section 04200
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Section 16740 - Telephone and Data
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SECTION 00010 - NOTICE TO SUBCONTRA
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SECTION 00100 - INSTRUCTIONS TO BID
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A. Prior to signing the contract, t
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SECTION 00300 - BID FORM TO: Peck O
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SECTION 00350 - FORMS PART 1 - GENE
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Utah State Tax Commission Exemption
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SECTION 00500 - PROJECT SCHEDULES P
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28. Temporary Field Office, Storage
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SECTION 00700 - GENERAL CONDITIONS
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SUPPLEMENTARY GENERAL CONDITIONS Th
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Irrespective of the requirements as
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DIVISION 1 - GENERAL REQUIREMENTS S
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to this project, unless a higher st
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B. Alternate No. 2 - 80 Mil Single-
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substantiate quantities. 3. Indicat
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A. General: Limitations on usage as
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SEGO LILY ELEMENTARY SCHOOL CLASSRO
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END OF SECTION 4. Copies of Standar
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including related specification sec
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e. Name of supplier. f. Change Orde
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coincide with submittal of the fina
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affected by decisions or actions re
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transmit submittals to the Architec
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1.06 SHOP DRAWINGS 10. Change order
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PART 2 - PRODUCTS (Not Applicable)
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2.01 PAYMENT FOR TESTING SERVICES A
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1.08 WATER beyond the contract limi
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A. Prior to final inspection and co
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! ! SEGO LILY ELEMENTARY SCHOOL CLA
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A. Operational Elements: Do not cut
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D. Owner’s Recourse: Written warr
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B. List of Systems and Subsystems:
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2.04 PRODUCTS MAINTENANCE MANUAL A.
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E. Drawings: Prepare drawings suppl
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SECTION 02001 GENERAL SITE CONSTRUC
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SECTION 02002 - SITE CLEARING PART
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2.2 TEMPORARY EROSION AND SEDIMENTA
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2.7 SITE IMPROVEMENTS A. Remove exi
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SECTION 02003 - EARTH MOVING PART 1
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2. Bulk Excavation: Late-model, tra
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J. Sand: ASTM C 33; fine aggregate,
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prices included in the Contract Doc
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concrete fill, with 28-day compress
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C. Compact soil materials to not le
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3.20 PROTECTION A. Protecting Grade
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SECTION 02004 - EXCAVATION SUPPORT
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SECTION 02005 - ASPHALT PAVING PART
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B. Store pavement-marking materials
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2.4 MIXES A. Hot-Mix Asphalt: Dense
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3.4 SURFACE PREPARATION A. General:
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I. Erect barricades to protect pavi
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SECTION 02006 - CONCRETE PAVING PAR
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6. Approved mockups may become part
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1. Aggregate Sizes: 3/4 to 1 inch n
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C. Add air-entraining admixture at
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3.5 JOINTS D. Install welded wire r
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1. Remove and replace concrete that
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2. Uniformly distribute approximate
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1. Spread glass beads uniformly int
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SECTION 02007- SITE SIGNAGE PART 1
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C. Anchor sign panels securely to s
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SECTION 02008 - WATER UTILITY PIPIN
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thick. Provide blue tape with black
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PART 3 - EXECUTION 3.1 Examination:
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3.8 PIPE JOINT CONSTRUCTION A. Basi
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SECTION 02009 - STORM UTILITY DRAIN
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2.3 HUBLESS CAST-IRON SOIL PIPE AND
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2.8 MANHOLES A. Standard Precast Co
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5. Adjusting Rings: Interlocking ri
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B. PE Sheeting: ASTM D 4397, with a
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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
Page 533 and 534: Copper Piping in Domestic Water Ser
Page 535 and 536: lugs, and self-contained, pressure-
Page 537 and 538: HANGERS AND SUPPORTS: General: All
Page 539 and 540: NOTE: Valves 4" and smaller shall b
Page 541 and 542: PIPE SPECIALTIES FOR GROOVED END PI
Page 543 and 544: PRESSURE GAUGES: General: Provide p
Page 545 and 546: Starters shall be two-speed type or
Page 547 and 548: mechanical equipment. Shop drawings
Page 549 and 550: seismic restraints have been instal
Page 551 and 552: epresentative for approval prior to
Page 553 and 554: mechanical contractor shall be left
Page 555 and 556: alance, and operation. If valves ar
Page 557 and 558: emain straight against strains tend
Page 559 and 560: Fine crocus cloth or fitting brushe
Page 561 and 562: Portable Flow Meter Connections: In
Page 563 and 564: MINIMUM PIPE INSULATION INSULATION
Page 565 and 566: Insulation on all cold surfaces whe
Page 568 and 569: SECTION 15400 - PLUMBING PART 1.00
Page 570 and 571: expense. The fixtures shall be all
Page 572 and 573: sump receiver, and cast iron dome.
Page 574 and 575: 1. Supply pipe extending from wall
Page 576 and 577: Basic Requirements: Install pipe sl
Page 578: Downfeed Hot Water Supply: Each dow
Page 581 and 582: Work Included Elsewhere: Undergroun
Page 583: Hose valves off standpipes shall be
Page 587 and 588: Mode of Operation Boiler shall incl
Page 589 and 590: ___________________________________
Page 591 and 592: ___________________________________
Page 593 and 594: AIR HANDLING UNIT: (AHU-1) Part 1
Page 595 and 596: ___________________________________
Page 597 and 598: h. Door-mounted Line Start and Line
Page 599 and 600: ___________________________________
Page 601 and 602: ___________________________________
Page 603 and 604: ___________________________________
Page 605 and 606: AIR SEPARATORS: Type: Provide air s
Page 607 and 608: PROTECTION AGAINST THE ELEMENTS: Th
Page 609 and 610: Approved sealer equal to "Hard Cast
Page 611 and 612: Duct systems shall have a clearance
Page 613 and 614: PRE-MANUFACTURED DUCTS: Runouts abo
Page 615 and 616: Louvers shall be Airolite, Air Bala
Page 617 and 618: Fan system shall not be operated to
Page 619 and 620: Furnish and install at locations sh
Page 621 and 622: INSTALLATION OF DUCTS: All ducts sh
Page 623 and 624: Supply air ducts operating at press
Page 625 and 626: 1.2 SUBMITTALS A. Product Data - Ma
Page 627 and 628: A. Manufacturers: All components an
Page 629 and 630: samples, per input/output point. h.
Page 631 and 632: following additional control points
Page 633 and 634: devices. 4. Panel Wiring: Run all w
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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
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
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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
Page 725 and 726:
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
Page 735 and 736:
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
Page 743 and 744:
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
Page 751 and 752:
Page 753 and 754:
1.2 REFERENCES: b. Providing 120V w
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B. Perform no portion of the work r
Page 757 and 758:
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
Page 773 and 774:
! APPENDIX A ! "#$#%#&'!()*! +,-./0
Page 775 and 776:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 777 and 778:
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Page 779 and 780:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 781 and 782:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 783 and 784:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 785 and 786:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 787 and 788:
! APPENDIX A Vicinity Map Site Plan
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B-1 Map provided by SL&A Architects
Page 791 and 792:
PSI Job No.: 710-85060 Project: Pro
Page 793 and 794:
PSI Job No.: 710-85060 Drilling Met
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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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