Complete Compiled Specification.pdf - Peck Ormsby Construction

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SECTION 08305 - ACCESS DOORS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings And general provisions of the contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes the following types of access doors: 1. Wall access doors. 2. Ceiling access doors. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 4 Sections for building in anchors and grouting frames set in masonry construction. 2. Division 9 Section “Gypsum Board Assemblies” for gypsum board walls and ceilings. 3. Division 9 Section “Tile” for ceramic tile walls. 1.03 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of Contract and Division 1 Specification sections. B. Product data for each type of access door assembly specified, including details of construction relative to materials, individual components, profiles, finishes, and fire-protection ratings (if required). 1. Include complete schedule, including types, general locations, sizes, wall and ceiling construction details, latching or locking provisions, and other data pertinent to installation. 1.04 QUALITY ASSURANCE A. Single-source Responsibility: Obtain access doors for entire project from one source and by a single manufacturer. B. Size Variations: Obtain Architect’s acceptance of manufacturer’s standard size units, which may vary slightly from sizes indicated. 1.05 COORDINATION A. Verification: Determine specific locations and sizes for access doors needed to gain access to concealed equipment, and indicate on schedule specified under “Submittals” Article. 1.06 ALLOWANCES A. In addition to any access doors shown in the drawings, contractor shall include four (4) 24" x 24" flush panel access doors, to be located as directed by the architect. Cost to include installation and general contractor’s mark up. SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009 ACCESS DOORS 08305 - 1
PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to, the following: 1. J.L. Industries. 2. Karp Associates, Inc. 3. Larsen’s Manufacturing Co. 4. Milcor, Inc. 2.02 MATERIALS A. Steel Sheet: ASTM A 366/A 366 M commercial quality, cold-rolled steel sheet with backedon, rust-inhibitive primer. 2.03 ACCESS DOORS A. Flush Access Doors with Exposed Trim For Masonry Construction: Units consisting of frame with exposed trim, door, hardware, and complying with the following requirements: 1. Frame: 0.0590-inch- (1.52-mm-) thick steel sheet. 2. Door: 0.0747-inch- (1.90-mm-) thick steel sheet. 3. Trim: Flange integral with frame, 3/4 inch (19 mm) wide, overlapping surrounding finished surface. 4. Hinge: Continuous type. 5. Locks: Flush, screwdriver-operated cam. B. Trimless, Flush Access Doors for Gypsum Board: Units consisting of frame, concealed edge trim, door, hardware, and complying with the following requirements: 1. Frame: 0.0598-inch- (1.52-mm-) thick steel sheet. 2. Door: 0.0747-inch- (1.90-mm-) thick steel sheet. 3. Concealed, Gypsum Board Edge Trim: 0.0299-inch (0.76-mm) zinc-coated or galvanized-steel sheet with face flange formed to receive joint compound. 4. Hinge: Concealed spring pin or continuous type. 5. Locks: Screwdriver-operated cam. 2.04 FABRICATION A. General: Manufacture each access door assembly as an integral unit ready for installation. B. Steel Access Doors and Frames: Continuous welded construction. Grind welds smooth and flush with adjacent surfaces. Furnish attachment devices and fasteners of type required to secure access panels to types of supports indicated. 1. Exposed Flange: Nominal 1 to 1-1/2 inches (25.4 to 38.1 mm) wide around perimeter of frame. 2. For gypsum board assemblies furnish frames with edge trim for gypsum board of gypsum base. 3. For installation in masonry construction, furnish frames with adjustable metal masonry anchors. C. Locking Devices: Furnish number required to hold door in flush, smooth plane when closed. PART 3 - EXECUTION SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009 ACCESS DOORS 08305 - 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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Page 343 and 344: a. When tested in accordance with A
Page 345 and 346: B. Aluminum Extrusions: 1. Perimete
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Page 349 and 350: 1.05 SUBMITTALS system and that are
Page 351 and 352: C. Protect roof insulation material
Page 353 and 354: 1. Thickness: As required to provid
Page 355 and 356: Stagger joints from joints in insul
Page 357 and 358: adequacy of adhesion or embedment b
Page 359 and 360: effect unless the contractor notifi
Page 361 and 362: Products Qualified Product List" fo
Page 363 and 364: 25 year successful track record. 1.
Page 365 and 366: 3.4 MECHANICALLY FASTENED MEMBRANE
Page 367 and 368: SEGO LILY ELEMENTARY SCHOOL CLASSRO
Page 369 and 370: 2.02 FINISH E. Solder: Grade A, AST
Page 373 and 374: 3.03 ERECTION A. Erect in strict ac
Page 375 and 376: 1. Certification by joint sealant m
Page 377 and 378: 1. Traffic a. Sika 2C S/L: Sika Cor
Page 379 and 380: 1. Remove all foreign material from
Page 384 and 385: SECTION 08100 - HOLLOW METAL DOORS
Page 386 and 387: 3.02 WORKMANSHIP A. All work shall
Page 388 and 389: SECTION 08200 - WOOD DOORS PART 1 -
Page 390 and 391: Division 1500-S-4 - Finish System S
Page 394 and 395: 3.01 PREPARATION A. Advise Installe
Page 396 and 397: SECTION 08400 - ALUMINUM ENTRANCES
Page 398 and 399: A General: Comply with NAAMM “Met
Page 400 and 401: SECTION 08700 - FINISH HARDWARE PAR
Page 402 and 403: 2.03 MATERIALS A. Special Tools: 1.
Page 404 and 405: SET #AL-2 Doors: V02A 2 Continuous
Page 406 and 407: SET #04 SET #05 SET #06 SET #07 SET
Page 408 and 409: SET #14 SET #15 3 Door Silencers S1
Page 410 and 411: SECTION 08800 - GLASS AND GLAZING P
Page 412 and 413: A. Available Manufacturers: Subject
Page 414 and 415: C. Examine glass surfaces adjacent
Page 416 and 417: SECTION 08950 - INSULATED TRANSLUCE
Page 418 and 419: 1.06 PROJECT CONDITIONS A. Field Me
Page 420 and 421: and mullions shall not exceed 4 for
Page 422: DIVISION 9 - FINISHES Section 09250
Page 425 and 426: c. Gold Bond Building Products Div.
Page 427 and 428: 1. Comply with installation instruc
Page 431 and 432: 108 Series), and the “Tile Handbo
Page 433 and 434: B. Porcelain Floor Tile (FT-6): 1.
Page 435 and 436: E. Penetrating Sealer: Non-yellowin
Page 437 and 438: C. Back Buttering: For installation
Page 441 and 442: A. Deliver acoustical ceiling units
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A. Coordination: Furnish layouts fo
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B. Install resilient flooring and a
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D. Maintain reference markers, hole
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PART 2 - PRODUCTS 2.01 MANUFACTURER
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flanges of obstructions. Extend car
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I. Operating Parts: Unless otherwis
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F. Lead content in pigment, if any,
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A. General: Apply paint in accordan
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B. Wall and Ceiling Paint Color: SW
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SECTION 10100 - VISUAL DISPLAY BOAR
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1. P3 ceramicsteel markerboard with
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SECTION 10170 - SOLID PHENOLIC PLAS
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a. Color and pattern as selected by
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SECTION 10350 - FLAGPOLES PART 1 -
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E. Halyard Flag Snaps: Provide two
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SECTION 10425 - SIGNAGE PART 1 GENE
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E. Anchors and Inserts: Use nonferr
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L / Principal 8” x 8” 1 PRINCIP
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SECTION 10520 - FIRE EXTINGUISHERS,
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SECTION 10800 - TOILET AND BATH ACC
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D. Framed Mirror Units, General: Fa
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DIVISION 11 - EQUIPMENT Section 111
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PART 3 - EXECUTION 3.01 INSTALLATIO
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1.05 DELIVERY A. Deliver appliances
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SHELLEY ELEMENTARY SCHOOL CLASSROOM
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Section 12492 - 2” Horizontal Alu
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2.03 FABRICATION 5. Lifting Mechani
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SECTION 12670 - ENTRANCE MATS PART
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SECTION 15010 - GENERAL PROVISIONS
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e corrected. No waiver of responsib
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changes in direction. It shall be e
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Provide six (6) corrected copies of
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shall turn over to the Owner this c
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The contractor shall comply with al
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6. Safety controls, safety valves,
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SECTION 15042 - TESTING PART 1.00 -
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SECTION 15043 - BALANCING PART 1.00
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perforated panels in the computer r
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Instrumentation List: A list of ins
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eams. These conditions are to be an
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Copper Piping in Domestic Water Ser
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lugs, and self-contained, pressure-
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HANGERS AND SUPPORTS: General: All
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NOTE: Valves 4" and smaller shall b
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PIPE SPECIALTIES FOR GROOVED END PI
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PRESSURE GAUGES: General: Provide p
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Starters shall be two-speed type or
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mechanical equipment. Shop drawings
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seismic restraints have been instal
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epresentative for approval prior to
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mechanical contractor shall be left
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alance, and operation. If valves ar
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emain straight against strains tend
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Fine crocus cloth or fitting brushe
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Portable Flow Meter Connections: In
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MINIMUM PIPE INSULATION INSULATION
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Insulation on all cold surfaces whe
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SECTION 15400 - PLUMBING PART 1.00
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expense. The fixtures shall be all
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sump receiver, and cast iron dome.
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1. Supply pipe extending from wall
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Basic Requirements: Install pipe sl
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Downfeed Hot Water Supply: Each dow
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Work Included Elsewhere: Undergroun
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Hose valves off standpipes shall be
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No piping or valve assemblies shall
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Mode of Operation Boiler shall incl
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___________________________________
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___________________________________
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AIR HANDLING UNIT: (AHU-1) Part 1
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___________________________________
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h. Door-mounted Line Start and Line
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___________________________________
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___________________________________
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___________________________________
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AIR SEPARATORS: Type: Provide air s
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PROTECTION AGAINST THE ELEMENTS: Th
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Approved sealer equal to "Hard Cast
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Duct systems shall have a clearance
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PRE-MANUFACTURED DUCTS: Runouts abo
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Louvers shall be Airolite, Air Bala
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Fan system shall not be operated to
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Furnish and install at locations sh
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INSTALLATION OF DUCTS: All ducts sh
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Supply air ducts operating at press
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1.2 SUBMITTALS A. Product Data - Ma
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A. Manufacturers: All components an
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samples, per input/output point. h.
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following additional control points
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devices. 4. Panel Wiring: Run all w
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air flow. The discharge air tempera
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secondary water differential temper
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4.9 BOlLER ROOM below 100 Deg F. A.
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4.15 GRAPHICS PAGES A. The followin
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Graphic 4 - Equipment Screen SEGO L
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Graphic 6 - Chilled Water Screen SE
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Graphic 8 - Air Handler Screen SEGO
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4.16 DEMONSTRATION A. Completely ch
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DIVISION 16 - ELECTRICAL Section 16
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D. Under no conditions are beams, g
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For feeders 601 Amps to 6000 Amps:
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I. All materials and equipment inst
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F. Locations of items shown on the
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connecting. Motor rotations shall b
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3.16 FINAL OBSERVATION: A. Contract
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D. Under no conditions are beams, g
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For feeders 601 Amps to 6000 Amps:
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I. All materials and equipment inst
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F. Locations of items shown on the
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connecting. Motor rotations shall b
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3.16 FINAL OBSERVATION: A. Contract
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deflection exceeding 1/100 of the s
Page 681 and 682:
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PART 3 - EXECUTION 3.1 SPLICES AND
Page 685 and 686:
A. All conduits shall be ! inch min
Page 687 and 688:
U. All conduit leaving building env
Page 689 and 690:
E. Flush floor receptacles to be du
Page 691 and 692:
G. Operating handles shall be mount
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a second ground bus bonded to the p
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B. COMBINATION STARTER/DISCONNECTS
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1.3 SUBMITTALS: Neutral to Ground 4
Page 701 and 702:
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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
Page 709 and 710:
3.1 INSTALLATION: A. Label all rela
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H. Transformer / latching relay des
Page 713 and 714:
size and weight moves only within o
Page 715 and 716:
PART 3 - EXECUTION 3.1 PERFORMANCE:
Page 717 and 718:
B. Division-16 Basic Materials and
Page 719 and 720:
automatic test reports every 24 hou
Page 721 and 722:
7. Lightning protection shall be a
Page 723 and 724:
A. Thermal detectors shall operate
Page 725 and 726:
3.2 DEVICE LOCATION A. Install smok
Page 727 and 728:
B. Related Sections: The following
Page 729 and 730:
agency must have established busine
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3. One zone for corridor speakers.
Page 733 and 734:
Emergency announcements originating
Page 735 and 736:
E. PROGRAM DISTRIBUTION SYSTEM: 1.
Page 737 and 738:
2.4 WIRING: b. All ceiling-mounted
Page 739 and 740:
talk, and other impairments. Provid
Page 741 and 742:
D. Fasten all equipment securely in
Page 743 and 744:
B. Requests for substitution of oth
Page 745 and 746:
Page 747 and 748:
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
Page 763 and 764:
e. All cables will be separated by
Page 765 and 766:
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APPENDIX A - GEOTECHNICAL REPORT Th
Page 770:
! ! ! ! ! ! ! ! ! ! ! ! ! ! GEOTECH
Page 773 and 774:
! APPENDIX A ! "#$#%#&'!()*! +,-./0
Page 775 and 776:
!"#$"%&'(%)*+,'-('"".('-+/"0#.$+ 1"
Page 777 and 778:
!"#$"%&'(%)*+,'-('"".('-+/"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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