Complete Compiled Specification.pdf - Peck Ormsby Construction

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Any or all welders may be required to retake welding certification tests at the request of the owner's representative without additional expense. When so requested, a welder shall not be permitted to work as a welder on this project until he has been recertified in accordance with NCWB. Where piping 1-1/2 inches and smaller is to be butt or socket welded, submit 3 samples of test welds for approval. SCREWED CONNECTIONS: All pipe shall be reamed at the ends and free of all inside scale or burrs. Threads shall be cut clean and sharp, and to a length equal to 1-l/8 the length of the female thread receiving the pipe. The pipe shall be screwed in the full length of the female thread. Pipe joints shall be made tight with teflon thread tape or thread lubricant worked into male thread only. Surplus material shall be wiped off and the joint left neat and clean. Lubricant shall be powdered graphite and linseed oil, or plumbage and linseed oil. MECHANICAL GROOVED PIPING CONNECTIONS: (Heating hot water and chilled water systems only) When approved by the owner's representative, mechanical grooved pipe couplings and fittings may be used for piping systems 2-1/2" and above and having operating conditioning not exceeding 230 deg. F. excluding steam piping, domestic water piping, and any other service not recommended by manufacturer, instead of welded, flanged or threaded methods, and may also be used as unions, seismic joints, flexible connections, or vibration reducers. Couplings shall consist of one of more piece housing, synthetic rubber gasket, with nuts, bolts, locking pin, locking toggle or lugs to secure unit together. Housing shall be ASTM A-536 ductile cast iron or ASTM A-47 malleable iron, hot dip galvanized or zinc electroplated. Coupling housing shall be painted with alkyd enamel paint. Gasket shall be molded of synthetic rubber in a central cavity, pressure-responsive configuration conforming to the pipe outside diameter and coupling housing. Gasket material shall be selected for the specific service as recommended by the manufacturer. Fittings shall be full flow fittings with grooves or shoulders designed to accept grooved end couplings. Standard fittings shall be ASTM A-536 ductile cast iron or ASTM A-47 malleable iron. Standard steel fittings including large size elbows (16" - 24"), shall be forged steel conforming to ASTM A-106. Standard segmentally welded fittings shall be fabricated of Schedule 40 carbon steel pipe. AWWA cast iron fitting shall be ASTM A-48 Class 30-A gray cast iron or ASTM A-536 ductile cast iron, conforming to the requirements of AWWA/ANSI C-110. Outlet fittings for branches, gauges, meters or other specialty items shall be a standard mechanical product. Fittings for plain end steel pipe shall consist of cast housing with internal pipe stops, quarter turn positive locking ______________________________________________________________________________________ SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDTION March 2, 2009 BASIC MATERIALS & METHODS 15050-5
lugs, and self-contained, pressure-responsive gaskets. Housing shall be ASTM A-536 ductile cast iron or ASTM A-47 malleable iron, hot dip galvanized or zinc electroplated. Coupling housing shall be painted with an alkyd enamel paint. All mechanical grooved couplings shall be of the same manufacturer. Either flexible or rigid type to be used as required. Approved Manufacturers: Victaulic, Grinnell, or Central. PIPE GRADING: Piping shall be uniformly graded in direction of flow as noted below: PIPING FALL/RISE DIRECTION PER/RUN Rainwater 1" Down 8' Waste 4" & Smaller 1" Down 4' Vent 1" Up 4' Water 1" Up 40' Condensate Drip 1" Down 4' Heating Hot Water/ Glycol Chilled Water/ Glycol 1" Up 40' 1" Up 40' Refrigerant 1" Down 40' Natural Gas 1" Down 40' EQUIPMENT BASES: All pumps, compressors and other equipment shown on the plans shall be set on 4" high concrete housekeeping pads. The pads shall be furnished by the mechanical contractor. Roof curbs shall provide a free height from the roof membrane to the top of the curb of at least 12". All roof curbs and platforms, whether field built -or- factory furnished, shall have a wood nailer strip around the top perimeter for securing the roof membrane and attaching roof flashings. VIBRATION ISOLATION: All mechanical equipment over 5 H.P. shall be isolated in accordance with the latest edition of the ASHRAE Handbook. ______________________________________________________________________________________ SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDTION March 2, 2009 BASIC MATERIALS & METHODS 15050-6
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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
Page 484 and 485: SECTION 10520 - FIRE EXTINGUISHERS,
Page 486 and 487: SECTION 10800 - TOILET AND BATH ACC
Page 488 and 489: D. Framed Mirror Units, General: Fa
Page 490: DIVISION 11 - EQUIPMENT Section 111
Page 493 and 494: PART 3 - EXECUTION 3.01 INSTALLATIO
Page 495 and 496: 1.05 DELIVERY A. Deliver appliances
Page 497 and 498: SHELLEY ELEMENTARY SCHOOL CLASSROOM
Page 500 and 501: Section 12492 - 2” Horizontal Alu
Page 502 and 503: 2.03 FABRICATION 5. Lifting Mechani
Page 504 and 505: SECTION 12670 - ENTRANCE MATS PART
Page 506 and 507: SECTION 15010 - GENERAL PROVISIONS
Page 508 and 509: e corrected. No waiver of responsib
Page 510 and 511: changes in direction. It shall be e
Page 512 and 513: Provide six (6) corrected copies of
Page 514 and 515: shall turn over to the Owner this c
Page 516: The contractor shall comply with al
Page 519 and 520: 6. Safety controls, safety valves,
Page 522 and 523: SECTION 15042 - TESTING PART 1.00 -
Page 524 and 525: SECTION 15043 - BALANCING PART 1.00
Page 526 and 527: perforated panels in the computer r
Page 528: Instrumentation List: A list of ins
Page 531 and 532: eams. These conditions are to be an
Page 533: Copper Piping in Domestic Water Ser
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 and 584: 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
Page 773 and 774:
! APPENDIX A ! "#$#%#&'!()*! +,-./0
Page 775 and 776:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 777 and 778:
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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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