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Specifications O 06' s 1 1 PACTRUST BUSINESS CENTER 1 Buildings 167/168 Tigard, Oregon Specifications 1 By: Prepared B P Y -1 • Mackenzie /Saito & Associates, P.C. (MSA) ' 0690 S.W. Bancroft Street P.O. Box 69039 Portland, Oregon 97201 -0039 Telephone: 503/224 -9570 Fax: 228 -1285 1 1 ' Date: April 16, 1992 r e 1 • Project Number 292039 j c p \ O7Tlt.:.D, r \, ' FASPECS \MASTERspb \92039\title 1 01010 PROJECT SUMMARY: Work: The work under this contract /project is to include all the labor, materials, transportation, equipment, supervision, and services necessary for and reasonably incidental to the completion of all construction work in connection with the drawings and specifications. Work to include the construction of two tilt -up, slab -on- grade, wood -frame roofs, sprinklered, warehouses approximately 29,390 sq. ft. and 44,765 sq. ft. and related site work. ' 01015 LEGAL DESCRIPTION See site plan. ' 01041 PROJECT COORDINATION Verification: Verify and confirm all dimensions and conditions shown or implied on the drawings and specifications as well as the physical conditions of the site. Notify the A/E and Owner of discrepancies prior to start of work. 1 Coordination: Coordinate the work of all subcontractors to prevent duplication of effort and to ensure proper sequence of operations. 01045 CUTTING AND PATCHING Patch and Repair: Patch and repair all existing work damaged by new work to existing ' condition or new condition, whichever is appropriate. Replacement: Replace all existing slabs, sidewalks, and paving removed for new ' construction. Storm Drainage: Remove, revise and reconnect all area drains required. 1 01060 REGULATORY REQUIREMENTS Code Conformance: Materials and workmanship shall conform to the Uniform Building 1 Code, applicable State and Federal requirements. References: All references to codes, specifications and standards are intended to be the latest edition, amendment and /or revision of such reference standard in effect. Special Inspections: The following special inspections are required in accordance with Uniform Building Code (U.B.C.) Chapter 3, Section 306, Special Inspections: ' Concrete Reinforcing steel Welding 1 Inspection to be performed by an independent testing laboratory P \SPECS\MASTERSPB \92039 \GEN.nts 1 01061 BUILDING CODE SUMMARY Occupancy Group: B -2 ' Construction Type: VN s P rinklered Number of Employees: To be determined; unoccupied at the present Area: (Allowable) Basic Allowable: 8,000 Yards Increase: 8,000 ' Sprinklers Increase: x3 Total 48,000 Allowable Area Proposed: Building 167 - 29,390; Building 168 - 44,765. 01062 DESIGN LOADS ' Assumed soil bearing capacity 2000 psf 1 Floor: Live load 300 lb. ' Roof: Live load: 25 Seismic zone: II Wind speed: 80 mph ' Wind exposure: B 1 01400 TESTING LABORATORY SERVICES Owner will employ and pay for services of independent testing. laboratory to perform concrete test and special inspections. Contractor shall cooperate and fumish tools, materials and assistance. ' 01500 TEMPORARY FACILITIES Provide and maintain temporary facilities and controls required for proper performance of the work: ' a. Temporary utilities such as water, electricity and telephone b. Feld offices and sheds c. Sanitary facilities d. Enclosures such as tarpaulins, barricades, and canopies. e. Environmental controls, such as dust, dewatering, weather and fire protection. • -2- F:\ SPECS \AAASTER.SPB\92039 \GEN.nts 1 Any work damaged by failure to provide protection above as required shall be removed and replaced with new work at the contractor's expense. ' Maintenance. and Removal: Maintain all temporary facilities and controls as long as needed for the safe and proper completion of the work. 01560 EROSION CONTROL ' When required by jurisdiction having authority, provide erosion control as indicated and required by "Erosion Control Plans Technical Guidance Handbook" published by Washington County Department of Land Use and Transportation. 1 01600 MATERIAL AND EQUIPMENT It is the contractor's responsibility to be certain that all equipment, products, and materials selected by the Contractor, or for the Contractor by subcontractors or materials suppliers, conform to requirements of the Drawings and Specifications. Approval of manufacturer does not relieve contractor of responsibility for providing materials and equipment which comply with contract documents. Qualifications of Manufacturer: Products used in the work of this Section shall be produced 1 by manufacturers regularly engaged in manufacturer of similar items, with a history of successful production acceptable to A/E and Owner's representative. 1 Qualifications of Installers: Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the 1 specified requirements and the methods needed for proper performance of the work. Delivery, Storage and Handling: Deliver the work to the job site in such quantities and at such times to assure the continuity of the installation. Store units at the job site in a manner to prevent physical damage, and in a manner to keep all markings visible. 1 Protection: Use all means necessary to protect the materials before, during and after installation and to protect the work and materials of all other trades. 1 Manufactured articles, materials, and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned as directed by the respective manufacturers, unless otherwise specified. 1 1 1 -3 F: \SPECS \MASTER.SPB \92039 \GEN.nts 1 01700 PROJECT CLOSEOUT Project Cleanup: Upon completion of the work, remove temporary buildings and structures, 1 fences, scaffolding, surplus materials and rubbish of every kind from the site of the work. Before acceptance, leave the building, interior finishes, glass, floors and ceilings broom ' clean. Certificate of Occupancy: Subsequent to final inspection from agency having jurisdiction, accomplish necessary corrections and obtain, arrange, and pay for Certificate of Occupancy. Operation and Maintenance Manuals: Furnish three (3) complete sets of manuals containing 1 the manufacturer's instructions for maintenance and operation of each item of equipment and apparatus furnished under the Contract and any additional data specifically required under the various sections of the Specifications. Arrange the manuals in proper order, 1 indexed and suitably bound. Certify by endorsement thereon that each of the manuals is complete and accurate. Assemble these manuals for all Divisions of the Work, review them for completeness, and submit them to the A /E. Provide suitable transfer cases and deliver 1 the manuals therein, indexed and marked for each Division of the Work. I Project Record Documents: As job progresses, Contractor, Mechanical, and Electrical Subcontractors for their work shall keep at project site an accurately marked job set of Contract Documents showing all changes and deviations from original drawings. These shall ' be available to A /E. Accurate measurements of all underground services and utilities references to the building shall also be kept. These records of buried utilities should note changes of directions and location by dimensions and elevations, as the utilities are actually ' installed. (Note: Above requirements shall not be construed as authorization to make changes in work or layout without definite instructions in each case.) Upon completion of project and before final payment, contractor shall transfer all changes and deviations indicated on the project set to a new set of sepia transparencies. After incorporating information, contractor shall then forward to A/E and Owner's representative 1 the complete new set of Contract Documents covering all work including his changes under this contract, showing all above information, changes and deviations from the original drawings. 02618 PAVEMENT MARKING 1 Cleaning: Sweep and clean surface to eliminate loose material and dust. Striping: Apply 4" wide parking and directional lines where shown. Use Rodda Paint Co. 1 No. 671, White. Apply paint with mechanical equipment to produce uniform straight edges. Apply in one coat at manufacturer's recommended rates. 1 F: \SPECS \MASTER.SPB \92039 \GEN.nts -4 1 1 02620 CURBS Provide machine extruded curbs of types, shape and dimensions indicated. ' Concrete to be special no slump design n for use in extruding machine. P P 9 9 1 Provide cold joints every 20 ' -0". 1 Bond curb to asphalt with "epoxy resin" continuously along length of curb. Immediately upon completion of curb, spray with liquid membrane curing compound. 1 Final curb should be uniform, dense, free of sags, lumps, honeycombing, or other irregularities. 1 At contractor's option, pre - extruded sections may be used at 90 ' corners or short lengths of run. 1 Curbs in Public Right-of-Way: Com I with Public Works Department having jurisdiction for Comply P 91 ' all construction in public right -of -way. Subcontractor to provide temporary protection for asphalt and immediately remove all 1 concrete from asphalt areas during installation. 03100 CONCRETE FORMWORK 1 Design: Formwork design is the responsibility of the Contractor. Structural Requirements: ACI 318, Chapter 6. ' Construction: ACI 301 and ACI 347. 1 03200 CONCRETE REINFORCEMENT References: ACI 318 "Building Code Requirements for Reinforced Concrete 1 Fabrication: Fabricate reinforcing bars to conform to required shapes and dimensions, with fabrication tolerances complying with "CRSI Manual of Standard Practice." In case of fabricating errors, do not rebend or straighten reinforcement in a manner that will injure or weaken the material. 1 Standards: ACI 318 Reinforcing Bars: ASTM A-615 and Supplement #1, deformed, intermediate grade steel. 1 Grade 60 unless specifically noted as Grade 40. 1 F: \SPECS \MASTER SPB\92039 \G EN.nts -5- 1 1 Chairs: All chairs and bolsters to be plastic or plastic tipped. 1 Submit shop drawings for A/E review. 03300 CAST -IN -PLACE CONCRETE 1 Concrete Strengths: Footings and Foundations: f ' c = 2500 psi at 28 days. ' Floor Slabs: f ' c = 3000 psi at 28 days. Walls: f ' c = 3000 psi at 28 days. Maximum Slump: 4" 1 Cement: ASTM C -150, Type I or II 1 Water: Potable Aggregate: ASTM C -33, use of fly ash prohibited Admixtures: (when used) Air Entrainment: ASTM C -260 1 Water Reducing Agent: ASTM C-494, Type A Use of calcium chloride prohibited. 1 Submittal: Submit mix design for A/E and Owner's representative's review. ' 03411 PRECAST CONCRETE WALL PANELS Concrete: Comply with Section 03300 1 Strength: f = 3000 psi = 28 days. Slump: maximum 4 ". Concrete for walls must reach 60% of required strength at 7-day test or be subject to 1 immediate rejection. Reinforcement: 1 Placement: Comply with Section 03200. Place main reinforcing mat in center of wall panel. Concrete Cover: (Unless otherwise noted on drawings.) For bars indicated on exterior face of panel: 1-1/2" 1 For bars indicated on interior face of panel: 3/4° 1 F: \SPECS\MASTER.SPB \92039 \GEN.nts 1 1 1 Typical Panel Reinforcement: #4 © 12" O.C. each way 1 (2) #5 bars @ all panel edges (2) #5 bars © edges of all openings. Extend 2 -0" beyond edge of openings, unless noted otherwise. I Lifting and Erection: Contractor is responsible for extra reinforcement necessary for erection 1 of panels. Protection: Provide asphalt coating on all embeds not exposed to view. 1 05120 STRUCTURAL STEEL General: Detail, fabricate, and erect complying with the "Standard Specifications for the I Design Fabrication and Erection of Structural Steel for Buildings" of the American Institute of Steel Construction (AISC). 1 Steel Plates, Shapes, and Bar Stock: ASTM A -36 Round Pipe: ASTM A 53, Type I or S I Square or Rectangular tubing: ASTM A 500, Grade B 46 ksi 1 Bolts: ASTM A 325 1 Shop Coat: Rodda Barrier III Rust Inhibitive Primer 3370 Red Oxide 06100 ROUGH CARPENTRY I Grade/Trademark: All lumber to be graded /trademarked in accordance with one of the following agencies: West Coast Lumber Inspection Bureau (WCLIB) "Standard Grading Rules for West Coast Lumber"; Western Wood Products Association (WWPA) "Grading Rules for 1 Western Lumber." I Lumber: Comply with Product Standard (P.S.) 20 Species and Grades: I Plates, blocking, bridging and ledgers: DF #2 Beams and purlins: See glu -lam beams Subpurlins: DF #2 1 Studs: Const. or BTU Moisture Content: 1 All Other Lumber: "S Dry," maximum moisture content 190. 1 F: \SPECS \ MASTER.SPB \92039 \GEN.nts 1 1 1 Framing Connectors and Supports: "Simpson Strong Tie" or approved. 1 Powder Driven Anchors: Omark 1/4" diameter shank H95, part #47095. Nailing: 1 Nailing Schedule: In accordance with Table 25 -Q, Uniform Building Code, latest edition. ' Nails: Use common or galvanized box nails, except as otherwise indicated. Use finishing nails for finish work. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; pre -drill as required. ' Framing Members: Provide framing members of sizes and on spacings shown, and frame openings as shown, or if not shown, comply with recommendations of "Manual for House Framing" of National Forest Products Association. Do not splice structural members 1 between supports. Blocking: 1 Concealed Spaces: Install all blocking required to support all items of finish and to cut off all concealed draft openings, both vertical and horizontal between ceiling and floor ' areas. Supports: Install solid blocking between joists at all points of support and wherever ' sheathing or flooring is discontinuous and at ends of joist spans. Horizontal Blocking: Provide continuous horizontal blocking row at mid - height of single 1 story partitions over 8 ' high and at midpoint of multi -story partitions, using 2" (nominal) thick members of same width as wall or partitions. 1 Fire Blocking: In all stud walls at ceiling and floor levels. 1 In all stud walls, including furred spaces, so that the maximum dimension of each concealed space is not more than ten feet. 1 All other {orations where openings could afford passage for rodents or flames. ' When of wood, 2" (nominal) in thickness by the full width of the opening being blocked. 1 -8 F: \SPEGS\MASTER SPB \92039 \GEN.nts 1 Stud Framing: Unless otherwise shown, use 2 x 4 wood studs spaced 16" on center with 4" face perpendicular to direction of wall or partition. Provide single bottom plate and 1 double -top plates 2" thick by width of studs; except single top plate may be used for non -load- bearing partitions. Nail or anchor plates to supporting construction. 1 Corners and Intersections: Construct corners and intersections with not Tess than 3 studs. Openings: Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to width of studs. Set headers on edge and support on jamb studs. 1 Non - Bearing Partitions: Provide double -jamb studs and headers not less than 4" deep for openings 3 ' and Tess in width, and not less than 6" deep for wider openings. ' Load - Bearing Partitions: Provide double -jamb studs for openings 6 ' and Tess in width, and triple -jamb studs for wider openings. Provide headers of depth shown, or if not 1 shown, provide as recommended by N.F.P.A. "Manual for House Framing." Ceiling Joist Framing: Provide member size and spacing indicated. 06115 SHEATHING Standards: PS -1 (ANSI A 199.1) ' American Plywood Association (APA) 1 Grade/Trademark: Grade /trademark all pieces. Materials: Floor Sheathing: 19/32" APA -rated sheathing 42/20 Exposure I. 1 Roof Sheathing: 19/32" APA -rated sheathing 42/20 Exposure I. 1 Blocking: In accordance with Section 06100. Also where drawings indicate shear walls or diaphragms, block edges of all plywood panels. ' 06180 GLUE LAMINATED CONSTRUCTION Fabricator: Glue laminated beam fabricator approved and licensed by American Institute of Timber construction (AITC). Certification: Prior to delivery of glue laminated beams to job site, deliver to the A/E "AMC Certificate of Performance" covering the products furnished. 1 Manufacture: Comply with ANSI /AITC A190.1. 1 F: \SPECS\MASTER.SPB \92039 \GEN.nts 1 1 Beams: 24F - V4 simple spans I 24F - V8 cantilever spans Camber: See Framing Plans Purlins: 20F - V4 1 Exterior Glue Industrial Appearance Grade I Top tension laminations on cantilevered beams Submit shop drawings for A/E review Erection: AITC 111. 1 06300 WOOD TREATMENT Treatment: Pressure treat all wood in contact with masonry and concrete, and all wood 1 used in roof membrane operations. Standards: Pressure treat wood in accordance with American Wood Preservers Association 1 (AWPA) Labeling: Label each piece of wood with American Wood Preservers Bureau (AWPB) quality 1 mark for use intended. 07210 BUILDING INSULATION 1 Walls: R -19 foil faced fiberglass batt, ASTM C-665, Type III, Class B, except in exposed areas use Class A 1 Roof: R -11 foil faced fiberglass batt. ASTM C-665, Type III, Class B, except in exposed location use Class A. I Install vapor barrier to warm side of structure. 1 Vapor barrier permeance: 1 or less. 07510 BUILT-UP BITUMINOUS ROOFING 1 Standards: Comply with pertinent sections of the National Roofing Contractors Association (NRCA) "Roofing and Waterproofing Manual." 1 Installation: Including details for roof edge conditions, flashings, roof penetrations, etc. in accordance with Primary Roofing Manufacturer's requirements and the NRCA Roofing and 1 Waterproofing Manual. Submittal: Submit manufacturer's details and installation specifications prior to start of work. I Rating: Provide minimum U.L. Class B I -10- F: \SPECS \MASTER.SPB \92039 \G EN.nts 1 1 Roof Membrane: To consist of base sheet, two felt plies, and mineral cap sheet. 1 Certification: Submit certification of U.L system and approved attachment. Coordinate requirements with Owner's representative. 1 07620 SHEET METAL FLASHING AND TRIM ' General: Provide flashing sheet metal fasteners and accessories required to prevent water penetration through exterior building wall and roof systems. Installation: Comply with recommendations of the following: Sheet Metal and Air Conditioning Contractors National Association (SMACNA), Architectural Sheet Metal Manual, Current Edition. ' National Roofing Contractors Association (NRCA) The NRCA Roofing and Waterproofing Manual, Current Edition.' ' Prefinished Sheet Metal: ASTM A-446, Grade A 33000 si minimum 20-gauge coil- coated P steel sheet at wall caps. Galvanized Sheet Metal: ASTM A -526 minimum 24- gauge. 1 07900 SEALANTS AND CAULKING Seal of caulk joints between dissimilar materials for watertight seal. Provide watertight ' caulked joints at all building exterior locations where possible water penetration through joint may occur. 1 Polysulfide Sealant: Sonolastic two part as manufactured by Sonneborn Contech, Thorospan S as manufactured by W.R. Grace and Co., or approved substitution. Material of two -part type shall be in gun grade consistency and in standard colors as selected from the manufacturer's palette. Foam Type Premolded Filler Gasket in cord, strip or other section as shown: Similar to Dow Chemical Ethafoam, in natural color closed cell polyethylene foam; provide in sizes as required for secure gasket position in indicated joints. 1 08110 STEEL DOORS AND FRAMES Fabrication: Fabricate steel doors and frames to "Steel Door Institute" (SDI) 1 recommendations. Rating: Provide U.L rated doors and assemblies where indicated. 1 ' F: \SPECS \MASTERSPB\92039 \GEN.Ms -11- 1 1 1 Doors: Exterior Doors: SDI Grade 111, Extra Heavy Duty, Model 1 or Model 2, 1 -3/4" full flush, 1 fabricated from two sheets galvanized 18 -gauge steel with no visible seams on either face. Reinforce, stiffen, insulate with foamed polyurethane core or rigid polystyrene core bonded to face sheets, sound deadened. Bonderize and finish as standard one- 1 coat baked -on prime coat. Provide top caps and drip caps on exterior doors. 1 Frames: Door Frames: Fully welded fabricated of 16 -gauge cold rolled steel for interior frames and 14 -gauge for exterior frames. Frames to be thoroughly degreased and cleaned of ' all imperfections before painting. All frames to receive factory coat of rust inhibitive primer baked on. Coat back of all frames with asphalt coating when in contact with dissimilar materials. 1 Provide the typical hardware at exterior hollow -metal doors: 11/2 pair butt hinges with NRP option 1 1 closer 1 exit lockset and lockguard 1 threshold (Pemko offset, raised) weatherstripping Dripguard 1 08360 OVERHEAD DOORS Provide steel sectional upward acting hi -lift overhead door of sizes indicated. ' Doors shall be manually operated on helically wound torsion type spring, minimum 24 -gauge slats, manufacturer's standard 2" track. Accepted Manufacturers: Crawford, Overhead Door Corporation, Kinnear. 1 Submit shop drawings for A /E's and Owner's representative's review. ' 08410 ENTRANCES AND STOREFRONT Framing System: Framing members: ASTM B -221, extruded aluminum alloy. Alloy and temper 1 designation 6063 T -5 or 6063 T-52. Performance: Air infiltration: ASTM E 283; .06 cfm Water infiltration: ASTM E 331; no water penetration at test pressure of 8 psf 1 Deflection: Limit deflection to 1/175 under combined total load of 20 psf 1 F:\ SPECS \AAASTER.SPB \92039 \GEN.nts -12- 1 1 Finish: Architectural Class I anodic finish, Dark Bronze. 1 Manufacturer (Framing System Components): U.S. Aluminum 2 x 4 offset glass 1 Manufacturer (Doors): Provide manufacturer's standard narrow stile door with the following features: U.S. Aluminum as specified. ' Hinges: 2 pair butt hinges Closers: Surface closer for narrow style with adj. opening and pressure weatherstripping ' Push /Pull Hardware: 3 /e' x 10" wire pull. Threshold: U.S. Aluminum Std. Weatherstripping: Pile weatherstrip AAMA 701.2 ' Deadbolt: Adams Rite MS -1850A Sign: 1" high letters Cylinder: Schlage "C" keyway 1 Glazing: Provide tempered insulated glass ASTM C -1048 solar grey or solar bronze complying with ANSI Z97.1 or CPSC 16 CFR 1201, verify final selection with Owner's representative. ' Mail Slot: U.S. Aluminum Std. Submittal: Submit shop drawings and hardware for A/E's and Owner's 1 representative's review. 08710 FINISH HARDWARE ' Closer Options: PT -4C Specifies a closing force adjustable up to 50° over the minimum for that closer. 1 PT -4D Specifies adjustable hydraulic backcheck effective between 60° and 85° of swing. PT -4F Specifies delayed action closer for 20- second minimum between 90° and 1 70°. PT-4H Specifies closing force stall be adjustable through a range of door sizes. 1 General: Provide all hardware for complete door operation. ' Submittal: Submit complete hardware Schedule for A/E review. Butt Hinges: ANSI A156.1 Exterior doors and doors with closers: A1112 Provide non - removable pin at exterior doors. Button tops. 1 1 F: \SPECS\MASTERSPB \92039 \GEN.nts 1 1 Locksets /Latchsets: Exterior doors: ANSI 156.2 Series 4000; Grade 1 I Style: Schlage Orbit or approved (upgradeable to handicap- approved lever hardware by exchange of operator handle); provide Owner with additional alternate price for "D" series handicap- approved lever hardware). 1 Knob: Lock function: ANSI F-81 or F-82 for exit doors requiring no special knowledge or effort I to operate door. Closers: ANSI A156.4, Grade 1, Series CC 02000 Standard cover, with options PT-4C and I PT-4D. Provide manufacturer's recommended sizes, except for parallel arm closers one size larger than manufacturer's recommendation. Locate closers on out- swinging doors on room side. For handicap accessibility, provide closers with options PT-4F and PT-4H. I Finish: 626 (Satin Chrome) or 610. Verify with Owner's representative. I Application: Locate hardware in accordance with DHI-04 and DHI -05. When approved, slight variations in locations or dimensions will be permitted. Application in accordance with DHI -02. Attach door control devices for exterior doors such as closers and holders to door 1 with through bolts such as sex bolts and nuts. 1 Hardware for Labeled Fire Doors: Install hardware for labeled fire doors complying with NFPA 80. I Door Stops: Provide wall or floor stops where required to prevent damage to door hardware or wall surfaces; Ives or approved substitution. I 08810 GLAZING Plate or Plate Glass: ASTM C -1036. 1 Tempered Glass: ASTM C -1048. Strengthened to approximately 4 times its manufactured strength. Meeting standards of CPSC 16 CFR 1201 CI and CII and ANSI Z 97.1. 1 Insulating Glass: ASTM E -773 and ASTM E -774 Standard Specification for Sealed Insulated Glass. Certified to Level CBA by Insulating Glass Certification Council (IGCC). Typical 1" 1 insulation required. Color: Solar Grey or Solar Bronze. Verify with Owner's representative. 1 Installation: Install glass in accordance with glazing guidelines set forth in Flat Glass Marketing Association (FGMA) Glazing Manual and SIGMA. I Install glass in rated assemblies complying with NFPA 80. I -14- F: \SPECS \MASTER.SPB \92039 \GEN.nts 1 09260 GYPSUM BOARD Gypsum Board: ASTM C -36 ' Water Resistant Gypsum Board: ASTM C -630 1 Accessories: ASTM C -1047 ' Fasteners: Screws: ASTM C -1002 Nails: ASTM C -514 Panel Thickness: Provide 5/8" thick panels typical, unless noted otherwise. Provide 5/8" Type X panels for rated construction. Provide 5/8" water resistant at exterior soffits. Application: ASTM C -840 "Standard Specification for Application and Finishing of Gypsum Wallboard" 1 Harditex: Install in strict accordance with manufacturer's instructions. All materials with Harditex to be approved for exterior application. Verify all proposed components 1 with Owner's representative prior to installation. 09900 PAINT ' All work shall be in accordance with pertinent recommendations of the painting specification manual for the Pacific Northwest as published by the Painting and Decorating Contractors of America. Provide three (3) samples of each paint type and color on an 8'/�' x 11" cardboard surface for review by NE and Owner's representative. Manufacturers acceptable for paint: Sherwin - Williams, Miller, Rodda. Apply all paints in strict accordance with manufacturer's can label regarding coverage, thinning and drying times. Application: One (1) prime filler coat, two (2) finish coats, three (3) coats at accent colors. 1 1 ' F: \SPECS \MASTEA.SPB \92039 \GEN.nts -15- 1 1 15010 MECHANICAL By separate permit. ' It is the General Contractor's responsibility to ensure that all electrical connections or P tY mechanical systems are provided by electrical subcontractor. Codes: Make installation of all items in complete accordance with all codes or regulations set forth by state and local authorities. In case drawings or specifications conflict with code ' requirements, the code govems. However, the specifications are to be considered as minimum. HVAC contractor shall submit drawings showing unit heater locations, roof mounted units, duct work, thermostat locations, etc., plus fixture manufacturers and catalog numbers and 1 cuts. Submittals shall be approved by A/E and Owner's representative prior to start of work. Guarantee replacement, at no cost to Owner, of all faulty materials and workmanship and pay for any damage to other work resulting therefrom. Period of guarantee to extend one year from date of acceptance of installation by Owner. Owner, or the Owner's representative will give notice of observed defects with reasonable promptness. Make one complete set of "as installed" drawings and return to the A/E and Owner's representative. Keep "record" drawings clean, undamaged and up to date as work progresses. Accurately indicate depth of all buried piping and location of cleanouts. Locate all buried or concealed piping by actual dimensions from walls, centerlines, etc. If "record" ' drawings are not correct, mechanical subcontractor is responsible for costs of future "prospecting" for lines not installed as shown. ' The location of all utilities indicated on the plans is taken from the existing public records. The exact location and elevation of all public utilities must be determined by the contractor. It shall be the duty of the contractor to ascertain whether any additional facilities other than 1 those shown on the plan may be present. 1 Call to the attention of the NE and Owner's representative any error, conflict or discrepancy in plans and /or specifications. Do not proceed with any questionable items or work until clarification of same has been made. Supplementary details and plans may be supplied as ' required and they will become a part of the contract documents. Gas -fired space heat warehouse to 45° minimum, 54° maximum. 1 1 1 F: \SPECS \MASTER SPB \92039 \G EN.nts -16- 1 1 15400 PLUMBING All plumbing shall be done under permit obtained separately from this permit. ' All storm and sanitary sewer connections and work shall conform to all applicable codes with appropriate inspections. ' All table waters II be adequately e po ha b a quate y prot cted from sources of contamination. Utility Connections: Plumbing subcontractor is responsible for all plumbing utility connections complete; contact local serving utilities to determine conditions involved and ' make or arrange to have connections made at the proper time. Water Service: Verify existing water line size and location. Check water pressure before 1 starting work. Waste: Connect to or arrange for connection to available sewer. Verify depth, size and 1 location before starting work. Rain drain: Discharge to available drainage as indicated on drawings. Verify depth, size and 1 location before starting work. ' 15500 FIRE PROTECTION Provide 100% fire sprinklering in accordance with NFPA pamphlet #13 (latest edition). By separate permit from Fire Marshal having jurisdiction. 1 Sprinkler heads not to occur at grid lines. Align head symmetrical about grid lines to accommodate future tenant separation walls at grid lines. 100% sprinklering to be maintained. 1 Contractor qualifications: Contractor for the fire protection installation shall be regularly engaged in the installation of automatic fire sprinkler systems, and employ workmen experience and skilled in this trade. Governing Agency: All work in accordance with, and to be accepted by, the Insurance 1 Services Office of Oregon and Fire Marshal State of Oregon, hereafter referred to as the governing agency, and designed to comply with the latest issue of NFPA Pamphlet 13. 1 Verify density and head types requirements with Owner's representative. 1 ' F: \SPECS \MASTER.SPB \92039 \GEN.nts -17- 1 I 16010 ELECTRICAL Electrical contractor shall submit drawings showing electrical wiring diagram, service panel, I lighting layout, and catalog cuts of all fixtures for A/E's approval prior to start of work. I It is the General Contractor's responsibility to ensure that all connections and conductors for mechanical systems are provided by electrical subcontractor. Work Included: The work to be performed includes fumishing and design, all labor, materials, equipment and services necessary to construct and install the complete electrical system as indicated. Codes: Make installation of all items in complete accordance with all codes or regulations I set forth by State and local authorities. In case drawings or specifications conflict with code requirements, the code governs. However, the specifications are to be considered as I minimum. Obtain and pay for all permits, licenses and taxes applicable to this work as required by law. Guarantee replacement, at no cost to Owner, of all faulty materials and workmanship and pay for any damage to other work resulting therefrom. Period of I guarantee to extent one year from date of acceptance of installation by Owner. Owner, or Owner's representative will give notice of observed defects with reasonable promptness. I Mercury Tamp replacement from burn out to be 90 days after final acceptance. Ballasts shall be guaranteed against noise and defects with replacement up to twelve (12) months after final acceptance. I 16740 TELEPHONE I Coordinate installation of telephone service with local utility. Provide all required conduit and service board for complete installation. Wiring by utility. 1 1 1 1 1 1 . -18- F: \SPECS \MASTERSPB \920.39 \GEN.nts 1