Complete Compiled Specification.pdf - Peck Ormsby Construction

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a. Color and pattern as selected by architect from standard colors or from approved equals. 2. Finish Thickness: a. Doors shall be 3/4". b. Panels shall be 1/2". c. Pilasters shall be 3/4". B. Hardware: 1. All hardware to be Heavy Duty Cast Stainless Steel. 2. All hardware shall be concealed inside compartments with the exception of outswinging doors. 3. To include vandal resistant through-bolt mounting screws throughout. 4. Hardware of chrome plated "Zamac" is unacceptable. C. Latch: 1. Sliding door latch shall be Heavy Duty Cast Stainless Steel surface mounted. 2. Sliding door latch shall require less than 5 lb. force to operate. Twisting latch operation will not be acceptable. 3. Latch track shall be attached to door by theft resistant stainless steel through-bolts. 4. Latch shall allow door to be lifted over Heavy Duty Cast Stainless Steel keeper for emergency access. 5. Metal to metal connection shall withstand a direct pull of over 1000 lbs. per screw. 6. Strike shall be Heavy Duty Cast Stainless Steel surface mounted with integral rubber bumper door stop. Surface mounted and through bolted to partition. D. Hinges: 1. Hinge shall be 16-gauge continuous piano hinge with 3/16" pin. 2. Outswinging and inswing door shall be equipped with self-closing 16-gauge continuous piano hinge. 3. Continuous piano hinge shall be attached to door and stile by theft-resistant, stainless steel through-bolts from inside and outside of compartments. E. Coat Hook: Heavy Duty, Cast Stainless Steel coat hook shall project no more than 1-1/8" from face of door and shall be secured by theft resistant through-bolt stainless steel screws. Provide on all doors. F. Door stop: Stainless steel with rubber-tipped bumper. G. Continuous Brackets: Full high extruded aluminum 6063-T5 bright anodized finish min. 1.685 lbs. per LF, of size (thickness) to match pilasters and/or panels. Shall be mounted inside compartment. Use for each pilaster to wall connections, pilaster to panel, and panel to wall connections. H. Leveling device: 3/8" x 1" steel bar shall be chromate treated and double zinc plated; bolted to base of solid phenolic stile. I. Stile shoe: One piece, 4" high, type 304, 18gauge stainless steel with satin finish. Top shall have 90 degrees return to stile, attached with stainless steel through-bolts. J. Headrail (Overhead braced): Heavy Duty extruded clear anodized aluminum continuous headrail with anti-grip profile and integral reinforcing channel and curtain track. 2.03 FABRICATION SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009 SOLID PHENOLIC PLASTIC TOILET COMPARTMENTS 10170 - 3
A. All hardware through bolted to door and stile with theft-resistant, two-way bolt and barrel, stainless steel machine screws. PART 3 - EXECUTION 3.01 INSPECTION A. Check areas scheduled to receive compartments for correct dimensions, plumbness of walls and soundness of surfaces that would affect installation of mounting brackets. B. Verify spacing of plumbing fixtures to assure compatibility with installation of compartments. C. Do not begin installation of compartments until conditions are satisfactory. 3.02 ERECTION A. General: 1. Install- compartments rigidly, straight, plumb, and level and in accordance with manufacturer's installation instructions. 2. Installation methods shall conform to manufacturer's recommendations for backing and proper support. 3. Conceal evidence of drilling, cutting, and fitting to room finish. 4. Maintain uniform clearance at vertical edge of doors. 3.03 ADJUSTMENT AND CLEANING A. Adjust hardware for proper operation after installation. B. Set hinges on in-swinging doors to hold doors open approximately 15 degrees from closed position when unlatched. C. Set hinges on out-swinging doors to hold unlatched doors in closed position. D. Clean exposed surfaces of partitions, hardware, fittings. END OF SECTION SEGO LILY ELEMENTARY SCHOOL CLASSROOM ADDITION MARCH 2, 2009 SOLID PHENOLIC PLASTIC TOILET COMPARTMENTS 10170 - 4
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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
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 429 and 430: SEGO LILY ELEMENTARY SCHOOL CLASSRO
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
Page 443 and 444: A. Coordination: Furnish layouts fo
Page 447 and 448: B. Install resilient flooring and a
Page 449 and 450: D. Maintain reference markers, hole
Page 453 and 454: PART 2 - PRODUCTS 2.01 MANUFACTURER
Page 455 and 456: flanges of obstructions. Extend car
Page 457 and 458: I. Operating Parts: Unless otherwis
Page 459 and 460: F. Lead content in pigment, if any,
Page 461 and 462: A. General: Apply paint in accordan
Page 463 and 464: B. Wall and Ceiling Paint Color: SW
Page 466 and 467: SECTION 10100 - VISUAL DISPLAY BOAR
Page 468 and 469: 1. P3 ceramicsteel markerboard with
Page 470 and 471: SECTION 10170 - SOLID PHENOLIC PLAS
Page 474 and 475: SECTION 10350 - FLAGPOLES PART 1 -
Page 476 and 477: E. Halyard Flag Snaps: Provide two
Page 478 and 479: SECTION 10425 - SIGNAGE PART 1 GENE
Page 480 and 481: E. Anchors and Inserts: Use nonferr
Page 482 and 483: 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,
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SECTION 15042 - TESTING PART 1.00 -
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SECTION 15043 - BALANCING PART 1.00
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perforated panels in the computer r
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Instrumentation List: A list of ins
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eams. These conditions are to be an
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Copper Piping in Domestic Water Ser
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lugs, and self-contained, pressure-
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HANGERS AND SUPPORTS: General: All
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NOTE: Valves 4" and smaller shall b
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PIPE SPECIALTIES FOR GROOVED END PI
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PRESSURE GAUGES: General: Provide p
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Starters shall be two-speed type or
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mechanical equipment. Shop drawings
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seismic restraints have been instal
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epresentative for approval prior to
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mechanical contractor shall be left
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alance, and operation. If valves ar
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emain straight against strains tend
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Fine crocus cloth or fitting brushe
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Portable Flow Meter Connections: In
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MINIMUM PIPE INSULATION INSULATION
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Insulation on all cold surfaces whe
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SECTION 15400 - PLUMBING PART 1.00
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expense. The fixtures shall be all
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sump receiver, and cast iron dome.
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1. Supply pipe extending from wall
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Basic Requirements: Install pipe sl
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Downfeed Hot Water Supply: Each dow
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Work Included Elsewhere: Undergroun
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Hose valves off standpipes shall be
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No piping or valve assemblies shall
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Mode of Operation Boiler shall incl
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___________________________________
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___________________________________
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AIR HANDLING UNIT: (AHU-1) Part 1
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___________________________________
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h. Door-mounted Line Start and Line
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___________________________________
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___________________________________
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___________________________________
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AIR SEPARATORS: Type: Provide air s
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PROTECTION AGAINST THE ELEMENTS: Th
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Approved sealer equal to "Hard Cast
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Duct systems shall have a clearance
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PRE-MANUFACTURED DUCTS: Runouts abo
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Louvers shall be Airolite, Air Bala
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Fan system shall not be operated to
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Furnish and install at locations sh
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INSTALLATION OF DUCTS: All ducts sh
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Supply air ducts operating at press
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1.2 SUBMITTALS A. Product Data - Ma
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A. Manufacturers: All components an
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samples, per input/output point. h.
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following additional control points
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devices. 4. Panel Wiring: Run all w
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air flow. The discharge air tempera
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secondary water differential temper
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4.9 BOlLER ROOM below 100 Deg F. A.
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4.15 GRAPHICS PAGES A. The followin
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Graphic 4 - Equipment Screen SEGO L
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Graphic 6 - Chilled Water Screen SE
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Graphic 8 - Air Handler Screen SEGO
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4.16 DEMONSTRATION A. Completely ch
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DIVISION 16 - ELECTRICAL Section 16
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D. Under no conditions are beams, g
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For feeders 601 Amps to 6000 Amps:
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I. All materials and equipment inst
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F. Locations of items shown on the
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connecting. Motor rotations shall b
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3.16 FINAL OBSERVATION: A. Contract
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D. Under no conditions are beams, g
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For feeders 601 Amps to 6000 Amps:
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I. All materials and equipment inst
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F. Locations of items shown on the
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connecting. Motor rotations shall b
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3.16 FINAL OBSERVATION: A. Contract
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deflection exceeding 1/100 of the s
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PART 3 - EXECUTION 3.1 SPLICES AND
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A. All conduits shall be ! inch min
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U. All conduit leaving building env
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E. Flush floor receptacles to be du
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G. Operating handles shall be mount
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a second ground bus bonded to the p
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B. COMBINATION STARTER/DISCONNECTS
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1.3 SUBMITTALS: Neutral to Ground 4
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2.2 MATERIALS: A. Polystyrene lense
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a. Where available as standard prod
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K. Undercabinet and similar fixture
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3.1 INSTALLATION: A. Label all rela
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H. Transformer / latching relay des
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size and weight moves only within o
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PART 3 - EXECUTION 3.1 PERFORMANCE:
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B. Division-16 Basic Materials and
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automatic test reports every 24 hou
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7. Lightning protection shall be a
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A. Thermal detectors shall operate
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3.2 DEVICE LOCATION A. Install smok
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B. Related Sections: The following
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agency must have established busine
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3. One zone for corridor speakers.
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Emergency announcements originating
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E. PROGRAM DISTRIBUTION SYSTEM: 1.
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2.4 WIRING: b. All ceiling-mounted
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talk, and other impairments. Provid
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D. Fasten all equipment securely in
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B. Requests for substitution of oth
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B. Requests for substitution of oth
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B. Review and coordinate security s
Page 751 and 752:
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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 ! "#$#%#&'!()*! +,-./0
Page 775 and 776:
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Page 779 and 780:
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Page 781 and 782:
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Page 783 and 784:
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!"#$"%&'(%)*+,'-('"".('-+/"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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