Complete Compiled Specification.pdf - Peck Ormsby Construction

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SECTION 15500 FIRE PROTECTION PART 1 - GENERAL GENERAL CONDITIONS: The requirements of Section 15010, 15030, 15050, and 15900 shall govern the work in Section 15500, where applicable, and where not in conflict with governing codes and ordinances. Division 1 is a part of this and all other sections of these specifications. SCOPE: The work required includes the designing, hydraulically calculating pipe sizes, flows, and pressure, furnishing and installation of fire protection systems in accordance with the drawings, specifications, latest standards and codes for complete systems for the building. The work specified in this section shall be installed by none other than a recognized fire sprinkler contractor. All fire protection system piping shall be hydraulically calculated. All systems shall be subject to the inspection and approval of the local fire authority or his representative for compliance of applicable standards. All work shall be coordinated with other subcontractors. The sprinkler system shall consist of the required number of sprinkler heads, piping, hangers, drains, test pipes, alarms, valves, gauges, fire department connections, and all other parts to assure a complete system to meet the requirements of the owner's insurance underwriter, local authority having jurisdiction, and in accordance with nationally recognized standards. Codes & Standards: Water Supply: National Fire Code #24 - 2003 International Building Code. Wet Sprinkler System & Combined Systems: N.F.C. #13 and #14 - I.B.C. Alarm Equipment: N.F.C. #70 & 72A Standpipe & Hose Systems: N.F.C. #14 - I.B.C. Supervision: N.F.C. #13 and #14 - I.B.C. Temporary Fire Protection: N.F.C. #14 - I.B.C. Sprinkler Heads: N.F.C. #13 Sleeves and Location: N.F.C. #13 Excavation and Backfill: 15010 of this specification _______________________________________ _______________________________________________________________________________________ ______ SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION March 2, 2009 FIRE PROTECTION 15500-1
Work Included Elsewhere: Underground Mains: N.F.C. #24 Concrete Work - by General Contractor Access Doors - By General Contractor. Color coding or pipe identification - By Mechanical Contractor. Wiring of flow switches and gate valve supervisory switches - By Electrical Contractor. WORK BY FIRE PROTECTION CONTRACTOR: This contractor shall furnish and install all labor, material, and equipment to make a complete and working fire protection system fully tested and approved in accordance with the drawings, standards of this specification for the new building, and minor system modifications in the existing building. UNDERGROUND WATER SUPPLY: Fire protection contractor shall perform a flow test at or near site prior to final calculations for system. Flow test to be performed in the presence of the state or local fire marshal and Alpine School District representative. System Flow Data: Static Pressure 75 psi Residual Pressure 70 psi Flow 1,100 gpm Sprinkler System: This system shall conform to N.F.C. #13 and #14 and I.B.C. Riser may be calculated, but shall not be smaller than 6". Sprinkler systems are to be light, ordinary, or extra hazard, as required by NFC-13 and the Utah State Fire Marshall's office. System shall be hydraulically calculated. Sprinkler system shall be light hazard, except for casual ordinary and extra hazard group 1 in storage and service areas. Density for light hazard areas shall be 0.10 gpm per sq. ft. over 1500 sq. ft. Remote area with a maximum head spacing of 225 sq.ft. Service area shall be density of 0.15 over 2000 sq. ft. with maximum spacing of 130 sq. ft. QUALIFICATION OF DESIGNER: Designer shall be an engineering technician or Senior Engineering Technician (Level III or Level IV), NICET certification for fire sprinkler system design. QUALIFICATION OF INSTALLER: It is intended that the system be designed and installed by a firm regularly engaged in the design and installation _______________________________________ _______________________________________________________________________________________ ______ SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION March 2, 2009 FIRE PROTECTION 15500-2
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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
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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
Page 528: Instrumentation List: A list of ins
Page 531 and 532: eams. These conditions are to be an
Page 533 and 534: Copper Piping in Domestic Water Ser
Page 535 and 536: lugs, and self-contained, pressure-
Page 537 and 538: HANGERS AND SUPPORTS: General: All
Page 539 and 540: NOTE: Valves 4" and smaller shall b
Page 541 and 542: PIPE SPECIALTIES FOR GROOVED END PI
Page 543 and 544: PRESSURE GAUGES: General: Provide p
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
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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 583 and 584: Hose valves off standpipes shall be
Page 585 and 586: No piping or valve assemblies shall
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
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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 ! "#$#%#&'!()*! +,-./0
Page 775 and 776:
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Page 777 and 778:
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Page 779 and 780:
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Page 781 and 782:
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Page 783 and 784:
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!"#$"%&'(%)*+,'-('"".('-+/"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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