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HomeMy WebLinkAbout723 E Front St Technical - BuildingTECHNICAL Permit 164 Address 723 F S+ Project description New Commie4e-c"a1 Bu■ Id� +Or -TeciA Lle,c+r-D Date the permit was finaled AppwX boo► Number of technical pages iod Set Number• 2 7 713 c 0 PROJECT MANUAL Y,,, 2 Co y (f) A New Commercial Building for 1 HI -TECH ELECTRONICS 1 Port Angeles, Washington 1 LINDBERG SMITH ARCHITECTS 319 South Peabody, Suite B Port Angeles, WA 98362 (360)452 -6116 DIVISION 00 BIDDING INFORMATION 00 020 INVITATION TO BID 00100 INSTRUCTIONS TO BIDDERS 00 300 BID FORMS 00 400 SUPPLEMENTS TO BID FORMS 00 430 STATEMENT OF PROPOSED SUBCONTRACTORS MAJOR MATERIAL SUPPLIERS DIVISION 01 GENERAL REQUIREMENTS 01 000 GENERAL 01 010 SUMMARY OF THE WORK 01 020 ALLOWANCES DIVISION 02 SITEWORK 02100 SITE PREPARATION 02 200 EARTHWORK 02 500 PAVING SURFACING 01 025 MEASUREMENT AND PAYMENT 01 026 APPLICATIONS FOR PAYMENT 01 028 CHANGE ORDER PROCEDURE Table of Contents 0.1 040 COORDINATION 01 060 REGULATORY REQUIREMENTS 01 090 REFERENCED STANDARDS 01 100 SPECIAL PROJECT PROCEDURES 01 200 PROJECT MEETINGS 01 300 SUBMITTALS 01 400 QUALITY CONTROLS 01 500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01 600 MATERIAL AND EQUIPMENT 01 700 PROJECT CLOSEOUT Table of Contents New Building for Hi -Tech Electronic April, 01 TC /1 02 501 SUB -BASE PREPARTION 02 502 CRUSHED SURFACING 02 510 WALK, ROAD, PARKING PAVING 02 511 ASPHALTIC CONCRETE PAVING 02 580 PAVEMENT MARKING 02 600 PIPED UTILITIES DIVISION 03 CONCRETE 03100 CONCRETE FORMWORK 03 190 GRANULAR BASE 03 200 CONCRETE REINFORCEMENT 03 300 CAST -IN -PLACE CONCRETE DIVISION 04 MASONRY 04 220 SPLIT -FACE CONCRETE UNIT MASONRY DIVISION 05 METALS 05100 STRUCTURAL METAL FRAMING DIVISION 06 WOOD PLASTICS 06 050 FASTENERS SUPPORTS 06 100 ROUGH CARPENTRY 06 110 WOOD FRAMING 06115 SHEATHING 06170 PREFABRICATED STRUCTURAL WOOD 06 182 GLU -LAM BEAMS 06190 WOOD TRUSSES 06 207 EXTERIOR FINISH LUMBER SIDING 06 210 DOORS 06 300 WOOD TREATMENT 06 410 ARCHITECTURAL CABINETS 06 413 HIGH PRESSURE DECORATIVE LAMINATE Table of Contents New Building for Hi -Tech Electronic April, 01 TC /2 1 1 1 1 1 1 F 1 1 1 1 1 1 1 1 1 1 1 1 06 414 CLOSET STORAGE SHELVING DIVISION 07 THERMAL MOISTURE PROTECTION 07150 DAMPPROOFING 07190 VAPOR AIR RETARDERS 07 200 INSULATION 07 212 BOARD INSULATION 07 300 ROOFING 07 311 ASPHALT SHINGLES 07 400 PREFORMED ROOFING 07 420 PREFINISHED METAL ROOFING 07 600 FLASHING SHEET METAL 07 621 PREFINISHED FLASHING COUNTER FLASHING 07 637 CONTINUOUS PREFINISHED GUTTERS DOWNSPOUTS 07 700 ROOF SPECIALTIES ACCESSORIES 07 725 PREFABRICATED RIDGE VENTS 07 900 JOINT SEALERS DIVISION 08 DOORS WINDOWS 08100 METAL DOORS 08 200 WOOD DOORS 03 400 ENTRANCES STOREFRONTS 03 410 ALUMINUM ENTRANCES STOREFRONTS 08 510 ALUMINUM WINDOWS 08 630 VINYL WINDOWS 08 700 FINISH HARDWARE 08 800 GLAZING 08 842 FULLY TEMPERED GLASS 08 850 INSULATING GLASS DIVISION 09 FINISHES 09 130 ACOUSTICAL SUSPENSION SYSTEM 09 250 GYPSUM BOARD Table of Contents New Building for Hi -Tech Electronic April, 01 TC /3 09 513 TILE SUSPENDED 09 665 RESILIENT SHEET FLOORING 09 678 RESILIENT BASE ACCESSORIES 09 680 CARPET 09 900 PAINTING DIVISION 10 SPECIALTIES 10 800 TOILET BATHROOM ACCESSORIES DIVISION 15 MECHANICAL 15100 PLUMBING SYSTEMS 15 500 HEATING, VENTILATION AIR CONDITIONING DIVISION 16 ELECTRICAL Ilonal 16 010 BASIC ELECTRICAL REQUIREMENTS 16 050 BASIC MATERIALS METHODS 16 060 MOUNTING HEIGHTS 16 420 ELECTRICAL SERVICE 16 450 GROUNDING 16 470 PANELBOARDS 16 500 LIGHTING 16 740 TELEPHONE SYSTEMS 1 Table of Contents New Building for Hi -Tech Electronic END TABLE OF CONTENTS I April, 01 TC /4 DIVISION 00 BIDDING INFORMATION 00 020 INVITATION TO BID Notice is hereby given that Lindberg Smith Architects will receive sealed bids until 2:00 p.m. Tuesday May 15 2001 at the office of the Architect, located at 319 South Peabody Suite B Port Angeles, Washington for the following: A General Contract which includes, but is not limited to, General Construction for the construction of a new commercial building for Hi -Tech Electronics, to be located on East Front Street. Bidding documents for the work are those prepared by Lindberg Smith Architects, 319 South Peabody Suite B, Port Angeles, Washington. Bona fide Bidders may obtain two sets ONLY at the office of the Architect, upon deposit of a check made payable to the Architect in the amount of $50 00 per set; return of deposit to be in accordance with industry standards. PLEASE NOTE. Plan holders who DO NOT SUBMIT a bona fide bid and do not return the documents on or before the day prior to the time set for opening bids will forfeit the full amount of their deposit. PLEASE NOTE. All bid documents are to be returned to the office of the Architect within 10 days of bid opening or deposit will be forfeited. All bidders not submitting bids shall return Documents a minimum of 1 week before bid opening. Should a bidder wish additional sets, or parts of sets, he may obtain them by paying the cost of reproduction thereof plus handling and mailing costs, with no refund for the additional sets or parts thereof Payment MUST be made when prints are obtained. Bidding documents will also be available for examination during the bidding period at the office of the Architect. Bids should be marked on the outside of a sealed envelope: 'BID OPENING New Building for Hi -Tech Electronics' The Owner reserves the right to reject any or all bids received, to award bids based on long term cost analysis, and to waive any formalities in the bidding NOTE TO GENERAL CONTRACTORS The Owner would like each General Contractor to accept a bid proposal from each of the following sub- contractors: Alpine Roofing, 457 -9363 Washington Floors, Bob Stoddard, 457 -1217 Freshwater Bay Concrete, Vern Keeble, 928 -3911 Acceptance of these sub contractor bids is not an obligation to include them in your bid, but only a request to consider them on a competitive basis. Division 00 Bidding New Building for Hi -Tech Electronics April, 01 00 /1 00100 INSTRUCTIONS TO BIDDERS 1 Scone of Contract a. Contractor shall provide all labor material and equipment necessary to complete the construction of the work as described in the Contract Documents. 2. Site Visits. a. Examine the site and all conditions that may affect the work of this contract. The bid sum shall reflect all conditions observed on the site and work described in the Contract Documents. 3. Interpretation of the Contract Documents: a. If any bidder is in doubt as to the true meaning of any part of the Contract Documents, or finds errors, discrepancies or omissions in them, he shall at once request interpretation or correction from the Architect. b. Addenda will be issued for any clarification required. Verbal instructions or interpretations will have no validity regardless of source. Request for such clarification must be in the office of the Architect 3 days prior to bid opening. 4 Preparina and Submitting Bids: a. Submit bids on the forms furnished, or copies thereof Additional bid forms may be obtained from the Architect. b. Bids must not bear qualifications or interpretations other than those requested on the form. c. The Bidder shall guarantee there will be no revision or withdrawal of the bid amount for a period of 30 days after the bid opening. d. The bid proposal shall reflect the cost of all work required by the Contract Documents, including additions, deletions, modifications or corrections made by addenda issued prior to bid opening. e. Any bid received after the scheduled bid opening time will be returned to the Bidder unopened f Do not include Washington State Sales Tax, but include all other taxes imposed by City County State or Federal governments on this work. 5 Award or Reiection of Bid: a. The Owner reserves the right to reject any or all bids or to waive any irregularity therein. 6 Acceptance of. Bid: a. No bidder shall assume or consider himself undercontract after the bid opening and reading of the bids until an Agreement of Contract has been accepted by the Owner and compliance therewith has been made. 7 Form of Aareement: a. American Institute of Architects, AIA Document A101 'Standard Form of Agreement Between Owner and Contractor" 1987 Edition shall be used as the basis of the Contract. Copies are available at the Architects office for review Division 00 Bidding New Building for Hi -Tech Electronics April, 01 00/2 00 300 BID FORMS To: Lindberg Smith Architects 319 South Peabody Suite B Port Angeles, WA 98362 (360) 452 -6116 Having carefully examined the Project Manual and the Drawings, as well as the premises and conditions affecting the work, the Undersigned states that he has the means to complete the work and proposes to furnish all labor and materials and to perform all work required by and in strict accordance with the above -named documents for the following sums: 1 Base Bid: a. For the Base Bid as defined in the Project Manual, the following sum of: 2. Sales Tax: a. None of the above bid prices shall include State Sales Tax. 3 Execution of Contract: a. If the Undersigned is notified of the acceptance of this bid within 30 days after the time set for opening bids, he agrees to execute a contract for the above sums. 4 Addenda. a. Receipt of Addenda numbered is hereby acknowledged, and all costs of the work therefore have been included in the Form of Proposal. Division 00 Bidding New Building for Hi -Tech Electronics A NEW BUILDING FOR Hi -Tech Electronics Port Angeles, WA Dollars 1. April, 01 00 /3 Bidder Street Address: City State, Zip: Telephone: By State of Washington Contractor's License No. ALL BIDDERS. COPY OF WASHINGTON CONTRACTOR'S LICENSE MUST BE SUBMITTED WITH THIS BID. Division 00 Bidding New Building for Hi -Tech Electronics April, 01 00 /4 00 400 SUPPLEMENTS TO BID FORMS Each bidder submitting a proposal on work included in these specifications shall prepare and submit as part of his bid, the data requested in the following schedule. 00 430 STATEMENT OF PROPOSED SUBCONTRACTORS MAJOR MATERIAL SUPPLIERS Name Address Description of Work/Material The Architect will notify the Bidder in writing if either the Owner or the Architect, after due investigation, has reasonable and substantial objection to any person or organization on such list. If the Owner or Architect has a reasonable and substantial objection to any person or organization on such list, the Bidder shall submit an acceptable substitute subcontractor with an increase or decrease in his bid price to cover the difference in cost occasioned by such substitution. Division 00 Bidding New Building for Hi -Tech Electronics END OF DIVISION 00 April, 01 00/5 DIVISION 01 GENERAL REQUIREMENTS 01 000 GENERAL 1 Conditions: a. Contractual documents apply to each Division of the specifications. 2. Workmen: a. Contractor shall at all times enforce strict discipline and good order among his workmen and shall not employ on the Work any unfit person or anyone not skilled in the work assigned to him. 3. Manufacturer's Directions: a. Follow Manufacturer's directions unless otherwise indicated in Contract Documents. 4 Covering of Work: a. Contractor shall notify Architect 24 hours minimum in advance of performing any work which would cover or otherwise make it difficult to inspect any structural, plumbing, mechanical, or electrical work. 01 010 SUMMARY OF THE WORK 1 Unless otherwise provided, Contractor shall provide at his expense all materials, labor equipment, tools, transportation, and utilities, including cost of connection, necessary for successful completion of Project. 2. Organization of Project Manual: a. Project manual conforms to the standard CSI format. Trade headings used in the Project Manual are for convenience only Architect is not bound to define the limits of subcontractors. 01 020 ALLOWANCES 1 General: a. Allowances are monies provided the Owner under the construction contract for Owner selected items. The Owner may select materials from any supplier and submit invoices to Contractor for inclusion in allowance amounts. Allowances shall be considered subcontract amounts. Deletion of any allowance item shall be accompanied by a 10% profit and overhead amount. Balances of allowances not used shall be remitted to Owner with a corresponding 10% to cover overhead and profit. Additions or increases in allowance amounts shall have a corresponding 10% added. b Allowances are for materials only all work required for installation shall be included in Base Bid unless noted otherwise. 2 Allowances: a. Finish Hardware 1) Provide an allowance of $1 000 00 for finish hardware. Installation to be included in Base Bid. See Section 08 700 b. Resilient Flooring 1) Provide an allowance of $650.00 for vinyl including installation and accessories. See Section 09 650 c. Carpet 1) Provide an allowance of $9 500 00 for carpeting pad and accessories. Allowance shall include installation. See Section 09 680 Division 01 General Requirements New Building for Hi -Tech Electronics April, 01 01/1 d. Bathroom Accessories 1) Provide an allowance of $800 00 for bathroom accessories, including, but not limited to, mirrors, shower doors, soap dispenser toilet paper dispenser grab bars, etc. Installation to be included in Base Bid. See Section 10 800 e. Plumbing Fixture 1) Provide an allowance of $1 500.00 for plumbing fixtures including water closets, lavatories, and faucets. Installation and rough in to be included in Base Bid. See Section 15 010. f Lighting Fixture 1) Provide an allowance of $5 000 00 for lighting fixtures. Allowance includes wall mounted, ceiling hung lighting, and trim rings for recessed incandescents. Wiring devices, lamps, switches, installation, etc. to be include in Base Bid. See Section 16 000 01 025 MEASUREMENT PAYMENT 01 026 APPLICATIONS FOR PAYMENT 1 Format and Data Required: a. Schedule of Values 1) Submit in accordance with Schedule of Values as specified in Section 01 300 2) Change orders and their approved sums are to be listed as separate items. b Applications for Payment 1) Submit applications for payment using AIA Document G702 G703 1978 Edition Forms are available from Architect. 2. Submittals: a. Contractor shall submit an itemized breakdown for Payment on or before the 1st Day of each Month, and shall be paid on or before the 10th day after submission. b. Payments shall consist of 95 percent of payment request and 100 percent of sales tax. 3 Lien Waivers: a. After the first request for payment, before payment is approved for draws, Contractor shall submit notarized lien waivers or signed statements from all material suppliers and Sub Contractors stating they have been paid for work performed and funds were granted for the previous month's work. 01 028 CHANGE ORDER PROCEDURE 1 Definitions: a. Architect's Proposal Request- (AIA Document G709) 1) A written request for itemized quotations for changes in the work signed by the Architect; which if accepted by the Owner affects either the Contract Sum or the Contract Time, for inclusion with subsequent Change Orders. b. Construction Change Authorization- (AIA Document G713) 1) A written order to the Contractor signed by Owner and Architect, which amends the Contract Documents as described, and authorizes Contractor to proceed with a Change which affects the Contract Sum or the Contract Time, for inclusion in subsequent Change Orders. c. Architect's Field Order- (AIA Document G708) 1) A written order instructions, drawings, or interpretations, signed by Architect making minor changes in the Work not involving a change in Contract Sum or Contract Time. Division 01 General Requirements New Building for Hi -Tech Electronics April, 01 01/2 1 2. Preliminary Procedures: a. Owner or Architect may initiate changes by submitting a Proposal Request to Contractor b Proposal Request is for information only and is not an instruction to execute the changes, nor to stop Work in progress. c. Contractor may initiate cost proposals for changes by submitting a written notice to Architect, containing 1) Description of proposed changes. 2) Statement of reason for making changes. 3) Statement of the effect on the Contract Sum and the Contract Time. d. Support each quotation for a lump -sum proposal with sufficient substantiating data to allow Architect to evaluate quotation. e. Owner and Architect will review and reject or accept Contractor's Proposal for inclusion in a subsequent Change Order 3. Preparation. a. Architect shall prepare Change Order on AIA Document G701 01 040 COORDINATION 1 Instructions: a. All instructions will be given to the Contractor or to his authorized agent, by the Architect for distribution to subcontractors or tradesmen on the work. 2. All Contractors shall comply with the following requirements: a. Cooperate in planning and layout of the work well in advance of operations. b. Inform other contractors of requirements at proper time to prevent delay or revisions. c. Be informed on the requirements of other contractors and check own work for conflicts with the work of other contractors. d. Insure delivery of materials and performance of work on coordinated schedule with other contractors. 3 Cutting and Patchina. a. Contractor shall coordinate all cutting, fitting, or patching of work that may be required to make the several parts of the Work come together properly and fit it too receive or to be received by other portions of his own work or that of subcontractors or installing materialmen as shown or reasonably implied by Contract Documents for completed structure. 01 060 REGULATORY REQUIREMENTS 1 Contractor shall obtain and pay cost of permits plan check fees, and licenses necessary for completion of this Work. 2. Contractor and others working under his jurisdiction shall perform all work in compliance with laws, regulations, and ordinances of any kind required by governmental authority or other agency having jurisdiction over this Work. 3 If Contractor observes that Contract Documents are in variance with any laws, regulations, and ordinances, he shall notify Architect and shall not proceed unless necessary changes required for compliances with said laws, regulations, and ordinances have been effected as provided in Division 01 General Requirements New Building for Hi -Tech Electronics April, 01 01/3 General Conditions. Contractor shall be fully responsible for any work knowingly performed contrary to said laws, regulations, and ordinances and shall fully indemnify Owner against loss and bear all costs and penalties arising therefrom. 01 090 REFERENCED STANDARDS 1 Throughout the Contract Documents, reference is made to codes and standards which establish qualities and types of workmanship and materials, and which establish methods for testing and reporting on the pertinent characteristics. 2. Where materials or workmanship are required by these Contract Documents to meet or exceed the specifically named code or standard, it is the Contractor's responsibility to provide materials and workmanship which meet or exceed the specifically named code or standard. 01 100 SPECIAL PROJECT PROCEDURES 1 Time of Completion. a. The work of this contract shall be commenced on a date to be specified in the Notice to Proceed and shall be completed within (210) calendar days. 2. Restoration of Work: a. The Contractor shall restore to the Architect's satisfaction all areas disturbed by the construction process. All ingress or egress points that are disturbed will have to be regraded resodded, etc. to restore them to original condition. 3 Guarantees. a. Guarantee date of one year on materials and equipment from date of above acceptance, except roofing and flashing shall be guaranteed for two years. Carry manufacturer's warranties as applicable. b. Nothing herein intends or implies that guarantees and /or warranties shall apply to work abused or neglected by Owner 01 200 PROJECT MEETINGS 1 Proaress Meetinas: a. Periodic job site meetings will be held by the Architect to insure all activities are being coordinated properly on the project and to assist in staying on schedule. Status of submittals, changes, progress payments, and other matters will be reviewed. Contractor shall attend such meetings and shall require subcontractors to attend as necessary 01 300 SUBMITTALS 1 Refer to Sections in the Project Manual for work requiring submittals. 2. Construction Schedule a. The Contractor shall submit, within 15 days after notice to proceed, a time scaled critical path method network schedule diagram of the project for the entire construction period. b. The Contractor is responsible for the creating updating, and revising of all schedules and the execution of the plan described by the schedule. c. The Construction Schedule shall- Division 01 General Requirements New Building for Hi -Tech Electronics April, 01 01/4 1 1 1 01 400 QUALITY CONTROLS 1) Clearly display the specific start and completion date of every activity in the schedule and the critical path of activities. 2) Have as many activities as practical broken down such that no individual activity element is for a duration greater than 20 calendar days. 3) Indicate any required actions of Architect effecting progress or completion date, such as submittals, special inspection, etc. 4) Be updated monthly by the Contractor as required to stay current with job progress and the relationship to the final completion date. 3 Shop Drawinas and Samples: a. No work requiring a shop drawing or sample submission shall be commenced until submission has been approved by Architect. Refer to individual sections for items requiring submittals. 4 Schedule of Values: a. A schedule of values shall be submitted to Architect not less than 20 days prior to first request for payment. This breakdown shall follow the trade Divisions of the Specification and each item thereunder shall include its pro data part of overhead and profit so the sum of the items equal the contract price. Breakdown will correspond exactly to items of work in the progress schedule including work of subcontractors. Materials shall be broken down per Section requiring them. 1 Reiection of Non Complying Items: a. The Architect reserves the right to reject items incorporated into the Work which fail to meet the specified minimum requirements. The Architect further reserves the right, and without prejudice to other recourse the Architect may take, to accept non complying items subject to an adjustment in the Contract Amount as approved by the Architect and the Owner 01 500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 1 Noise. a. The Contractor shall keep construction noise to a minimum so as not to disturb adjacent buildings. Use electric powered equipment when possible. 2 Shorina and Bracina• a. Contractor shall provide all shoring, bracing, and sheathing as required for safety and for proper execution of the work. 3 Temporary Utilities: a. Contractor shall provide and pay for all necessary construction power lighting, heating, cooling and ventilation, telephone, water and sanitary facilities. b. All temporary utilities shall comply with local codes and conditions. c. Provide phone at job site before commencing foundation work. 4 Construction Cleanina. a. Contractor shall keep premises broom clean during progress of the Work. b. Remove waste materials and rubbish caused by employees, subcontractors, and installing materialmen. Division 01 General Requirements New Building for Hi -Tech Electronics April, 01 01/5 01 600 MATERIAL AND EQUIPMENT 1 General: a. Materials incorporated into Project shall be new of specified quality and furnished in sufficient quantity to facilitate proper and speedy execution of the Work. 2. Substitutions: a. Whenever a material, article, or piece of equipment is identified on the drawings or in the specifications by reference to manufacturer's name, trademark, model, or catalog number only such specific items may be used except as hereinafter provided. b When the term 'or approved' is employed any items or material not specifically named by manufacturer's name shall be subject to the Architect approval. Written requests for approval shall be submitted by bidders to the Architect at least 3 days prior to the receiving of bids. Requests received after that time will not be considered. 3 Substitutions After Award of Contract: a. Substitutions will be considered after execution of the Contract only under the following conditions: 1) That the equipment or materials proposed for substitutions equal to or superior in construction, efficiency and utility to the equipment or material specified, and that equipment or material specified cannot be delivered to the job in time to complete the work in proper sequence of work by other subcontractors due to conditions beyond the control of the Contractor 2) In case of difference in price, the Owner shall receive all benefit of the difference in cost involved in any substitutions as shown by the certified quotations. The Contract will be altered by change order to credit Owner with any savings obtained. No substitutions involving additional cost to the Owner will be approved. 3) All redesign costs resulting from substitutions shall be borne by Contractor and shall be paid to Architect before final Certificate for Payment will be issued. Division 01 General Requirements New Building for Hi -Tech Electronics April, 01 01/6 1 1 1 1 01 700 PROJECT CLOSEOUT 1 Final Cleaning: a. Clean all interior and exterior surfaces of building prior to surrendering to Owner 2. Prefinal. Substantial Completion, Final Inspections. Occupancy' a. Upon Contractor's request, Architect will make a prefnal inspection and furnish to Contractor a list of items to be corrected by Contractor Upon correction of these items, Architect will arrange a substantial completion inspection to include Owner at which time Architect will furnish final list of items to be corrected. At the substantial completion inspection, unless building is rejected, Owner Architect, and Contractor will execute a Certificate of Substantial Completion that states the dates for user occupancy commencement of warranties, and final completion inspection. b Final Completion Inspection will ensure that all deficiencies noted at the substantial completion inspection have been corrected. When all items have been corrected, Architect will issue a certificate authorizing final payment. c. Neither the final payment nor the remaining retained percentage shall become due until the Contractor submits to the Owner (1) an affidavit that all payrolls, bills for materials and equipment, lien waivers, and other indebtedness connected with the work for which the owner or his property might in any way be responsible, have been paid or otherwise satisfied, due to final payment. 3. Operating Instructions: a. Provide an operation instruction period for Owner following completion and initial operation of equipment and systems. Division 01 General Requirements New Building for Hi -Tech Electronics END OF DIVISION 01 April, 01 01/7 DIVISION 02 SITEWORK GENERAL 1 Division 01 applies to this Division. 02100 SITE PREPARATION GENERAL 1 Division 02 applies to this Section. EXECUTION 1 Selective Clearing: a. Except as noted hereinafter clear and grub areas of site to be improved or altered by cut and /or fill work, roads, drives, and all other improvements within the limits shown on Drawings. Remove grubbed material from site. b. Clear and grub all additional areas required for the building and site improvements within the limits shown on the Drawings. 02 200 EARTHWORK 2. Scope: a. Includes But Not Limited To 1) Provide labor materials, and equipment necessary for completion of work unless noted otherwise. 2. Scope: a. Includes But Not Limited To 1) Removal of vegetative growth not shown on Drawings to be preserved. 2) Disposing of surface debris. 3) Stripping and storage of topsoil. 3. Existing Conditions: a. Examine site to determine type of problems to be encountered. b. Protect plants to remain on site. 4 Accept the site in an 'as -is' condition. 5. Provide all construction staking. Stripping of Topsoil: a. Carefully strip topsoil to depth of 6 inches and store on site for later use. GENERAL 1 Division 02 GENERAL applies to this Section. 2. Scope. a. Includes But Not Limited To 1) All work to prepare site for construction. b. Related Work Specified Elsewhere 1) Topsoil stripping specified in Section 02 100 2) Excavating, backfilling, and compacting inside and outside of building required for electrical and mechanical work shall be responsibility of respective Section doing work unless arranged differently by Contractor Division 02 Sitework April, 01 New Building for Hi -Tech Electronics 0211 3. Job Conditions: a. If existing utility lines are encountered have local utility agencies relocate, direct relocation or protection, or protect as required. PRODUCTS 1 Debris and material not necessary for Project are property of Contractor However if material necessary for Project is hauled away replace with equal or better kind EXECUTION 1 Preparation: a. Carefully examine site with Architect prior to beginning of work to preplan procedures for making cuts, placing fills, and other necessary work. b. Before making cuts, determine areas needing fill and organize to most efficiently place fill. 2. Rough Grading a. Before making cuts, remove topsoil not already removed by Section 02 100 over areas to be cut and filled and stockpile in suitable area. b. If soft spots, water or other unusual excavating conditions are encountered, stop work and notify-Architect. 3. Finish Grading a. Slope grade away from building for 12 feet minimum from walls at slope of 1/2 inch per ft. minimum unless otherwise noted. High point of finish grade at building foundation shall be 6 inches minimum below mud sill level. b. Direct surface drainage by molding surface to facilitate natural run -off of water Fill low spots and pockets with topsoil and grade to drain properly 4 Excavating: a. Excavate as necessary for proper placement and forming of footing foundations. b. Excavation Carried Deeper Than Required 1) Under Footings Fill with concrete specified for footings. 2) Other Areas Backfill and compact to 90% compaction. 5 Backfillina: a. Damage to dampproofing, moisture barrier waterproofing, or other portions of the Work due to work of this Section shall be repaired by original installer at no additional cost to Owner b Do not backfill until work has been inspected and approved by Architect. c. Take into account landscaping and finished grades. d. Do not use puddling to consolidate fill areas. 6 Compaction of Backfills: a. Fills Under Slabs, Walks, Driveways, Around Foundation Walls 1) Place backfill in 8 inch layers, dampen (do not soak), and mechanically tamp to 90% minimum of maximum density b Backfill under footings is not allowed. c. Place other fills in 12 inch layers and mechanically tamp. Division 02 Sitework April, 01 New Building for Hi -Tech Electronics 02/2 1 GENERAL 1 Division 02 GENERAL applies to this Section. 02 501 SUB -BASE PREPARATION 1 02 511 asphaltic concrete Qavina BY OWNER 02 500 PAVING SURFACING 7 Soil Treatment: a. Furnish and install complete 'pre- construction' soils treatment under and adjacent to building to provide uniform toxic barrier in all routes of termite entry b Furnish and install seed germination sterilization to prevent plant growth under paving, sidewalks, and in other areas if indicated on Drawings. PRODUCTS 1 Ballast consisting of sand and gravel conforming to WSDOT 9 -03 09 minimum 6' thick after compaction. EXECUTION 1 Fine grade parking surface area as required and thoroughly compact with power equipment Compaction shall be 90% of maximum density 02 502 crushed surfacing 2. Provide staking to assure slope for drainage of paved areas are as designed. GENERAL 1 Scope a. Includes But Not Limited To 1) Base under driveways and parking areas as shown on Drawings. PRODUCTS 1 Top Course: a. 5/8' minimum crushed rock and gravel conforming to WSDOT 9 -03 09 EXECUTION 1 Top course shall be 2 inches thick minimum after compaction. 2. Compact to 95% of maximum density 02 510 WALK. ROAD. PARKING PAVING 02 580 PAVEMENT MARKING BY OWNER Division 02 Sitework April, 01 New Building for Hi -Tech Electronics 02/3 02 600 PIPED UTILITIES GENERAL 1 Scope: a. Includes But Not Limited To 1) Furnish and install piping from water main to within 5 feet of building complete with meter shut -off valve, and connections. 2) Foundation Subdrainage system. 3) Sanitary Sewer System. 4) Storm Drainage. 5) Propane storage and associated piping and accessories. 6) Pay all hook -up and other fees required by agency or agencies furnishing water sewer and any other piped utility b. Related Work Specified Elsewhere: 1) Excavating, backfilling and compacting specified in Section 02 200 2) Plumbing systems within 5 feet of residence specified in Section 15 000 EXECUTION 1 PRODUCTS 1 Water Pipe: a. Polyethylene piping (160 psi minimum) complete with fittings, couplings, and accessories required for complete installation b. Provide capped tee after meter for future irrigation system. 2. Water Meter a. As required by local agency furnishing water 3 Sewaae Piping: a. Provide PVC or ABS piping complete with fittings, couplings, and accessories required for complete installation. b Furnish with the piping inside diameter matching the sizes shown on the Drawings. Water Main. a. Completely eliminate cross connections, backflow and water hammer b Complete installation shall conform to governing codes. c. Install shut -off valve at meter 2_ Foundation Subdrainage Systems: a. Provide continuous 4 perforated ABS footing drains as shown on Drawings. Tightline to City Storm System with minimum 5% slope to prevent backup at footings. 3 Sanitary Sewer System: a. Furnish and install sanitary sewer system as shown on Drawings. Begin sewer pipe within 5 feet of point at which it enters building and connect to City Sanitary Sewer System 4 Storm Sewaoe System: a. Furnish and install storm drainage system consisting of tight lines from footing drains, downspouts and parking lots to terminate at retention area as shown on Drawings and tie into City storm sewer system. Division 02 Sitework New Building for Hi-Tech Electronics END OF DIVISION 02 April, 01 02/4 DIVISION 03 CONCRETE GENERAL 1 Division 01 applies to this Division. 03 190 GRANULAR BASE 2. Scope. a. Includes But Not Limited To 1) Furnish labor materials, and equipment necessary for completion of work unless indicated or noted otherwise. b. Furnished by Others but Installed by this Section 1) Holdowns, inserts, bolts, boxes, templates, and fastening devices for other work, including those for bases only for Mechanical and Electrical, shall be provided by Section involved. 3. Quality Assurance: a. ACI Standards shall govern concrete work except where specified differently 4 Cold Weather Reauirements: a. No frozen materials shall be used. b Forms, reinforcement, and fillers shall be free from frost. Pour no concrete on frozen ground. c. Use of calcium chloride is forbidden. 03100 CONCRETE FORMWORK GENERAL 1 Division 03 GENERAL applies to this Section. EXECUTION 1 Conform to ACI 301 Chapter 4 2. Forms shall conform to the shape, lines, and dimensions of the members called for on Drawings, substantial and sufficiently tight to prevent leakage of material. 3 Properly brace and tie together to maintain position and shape under all load conditions including impact by whatever means. Locate, level, and align all forms by engineering level or transit. GENERAL 1 Division 03 GENERAL applies to this Section. 2. Scope: a. Includes But Not Limited To 1) Gravel under slabs and sidewalks on grade. PRODUCTS 1 Granular Base. a. 1/4 to 1 inch minus diameter gravel or crushed rock. EXECUTION 1 Place four inches minimum of granular base over compacted subbase, level, and compact thoroughly Division 03 Concrete April, 01 New Building for Hi -Tech. Electronics 03/1 03 200 CONCRETE REINFORCEMENT GENERAL 1 Scope. a. Includes But Not Limited To 1) Furnishing, bending, and installing reinforcing. 2. Quality Assurance: a. Fabricate and place reinforcing steel according to latest edition of ACI. PRODUCTS 1 Reinforcing Steel: a. Furnish as shown on the Drawings, conforming to ASTM A6I5 Grade 40 deformed bars. 2. Welded Sheet Wire Fabric: a. Furnish conforming to ASTM AI85 mesh and gauge as shown on the Drawings. EXECUTION 1 Bend bars cold. 2. All reinforcing shall be continuous. Laps and splices shall be 30 bar diameter minimum. 3 All reinforcing steel and mesh shall be accurately located in the forms and held firmly in place by wire supports. 4 Protect all reinforcement as follows: a. 3' of concrete where concrete is poured against earth b. 2" where concrete is exposed to earth but placed in forms. c. I -1/2" where concrete is exposed to weather 03 300 CAST -IN -PLACE CONCRETE GENERAL 1 Division 03 GENERAL applies to this Section. 2. Scope: a: Includes But Not Limited To 1) Furnishing and installing all concrete work unless noted otherwise in the Contract Documents. 2) Placing under -slab laminated vapor retarders, if shown on Drawings. Division 03 Concrete New Building for Hi -Tech Electronics b. Related Work Specified Elsewhere 1) Furnishing of under -slab laminated vapor retarder specified in Section 07 190 April, 01 03/2 PRODUCTS 1 Pr000rtionina Methods. Workina Stress Tvpe: a. 2,500 psi concrete conforming to ACI 310 Chapter 3 Method 1 2. Slump in Inches: a. Conform to ASTM CI43 procedures for concrete to be vibrated. These items include: 1) Reinforced footings 2) Plain footings 3) Substructure walls 4) Slabs and toppings 3. Exposed Aaareaate Mix: a. 5/8' bank run aggregate meeting requirements of ASTM C 33 -85 'Specification for Concrete Aggregates' Provide clean with no foreign materials, etc. EXECUTION 1 Notice of Intention To Place Concrete: a: Notify Architect at least hours before an intended pour 2. Finishes: a. Unless otherwise shown, scheduled or specified hereinafter use the following finishes, as applicable. 1) Broom finish on all flatwork as shown on Drawings. 2) Form Finish on all exposed foundation walls and retaining walls. 3) Steel Trowel Finish at all interior flatwork. 3. Exposed Aaareaate Concrete: a. Provide 3 000 psi concrete mix as specified above except using 5/8- aggregate only Steel trowel finish. b. After initial set and float, wash surface with water to uniformly expose aggregate. c. Coat newly finished slabs as soon as surface water dissipates and upon completion of finishing operation. d. Apply uniform spray coat of sealer- hardener and allow to dry 4 Sealers: a. Unless otherwise shown, scheduled or specified hereinafter use the following sealers, as applicable: 1) Addco waterseal on all flatwork as shown on Drawings. 2) Equal as approved by Architect prior to bidding. Division 03 Concrete New Building for Hi -Tech Electronics END OF DIVISION 03 April, 01 0313 DIVISION 04 MASONRY 04 220 SPLIT -FACE CONCRETE UNIT MASONRY GENERAL 1 General Conditions and Division 01 apply to this Division. 2. Scope: a. Includes. But Not Limited To 1) Provide labor materials, and equipment necessary for completion of work unless indicated or noted otherwise. 3. Submittals: a. Job Mock -Up. 1) 2 feet long x 2 feet high of proposed color range, texture bond, mortar and workmanship 2) Do not start work until Architect has accepted sample panel. 3) Use panel as standard of comparison for masonry work built of same material. 4 Coordination. a. Coordinate work with other trades. b. Make cuts proper size to accommodate work of other trades. c. Verify rough -in dimensions for items to be built into walls. 5 General Execution a. Step back unfinished work for joining with new work. b. Do not tool until mortar has taken initial set. c. Reinforcing shall be free of material that may destroy bond. d. Provide all reinforcing and grout as required to provide bond beams in walls per code. 6. Cleaning: a. Point holes in joints. Fill and tool properly b After mortar has hardened, wet brick and clean. Use a stiff fibered brush for application. c. Leave masonry clean, free of mortar daubs, and with tight mortar joints. d. Rinse masonry surfaces with water immediately after cleaning. PRODUCTS 1 Approved a. Mutual Materials b. Equal as approved by Architect prior to bidding. See Section 01 600 2. Color a. As selected by Architect from complete color line. EXECUTION 1 Reinforcing: a. Provide support, support reinforcement, corrugated wall ties, and engage required horizontal joint reinforcement as required by UBC Section 1403 6 4 for proper veneer attachment. b. Provide steel angles at non arched openings sufficient to bear dead and live loads imposed from above. Division 04 Masonry April, 01 New Building for Hi -Tech Electronics 04/1 Note: Typical lintel for 3' -0' opening with no significant point loads above would be L3x3x1/4 Lintels shall bear a minimum of 4 each end. 2. Layout: a. Running bond except where noted otherwise. Select brick so there is uniform distribution of hues. b. Use solid brick where brick coursing would otherwise show cores. 3 Joints: a. Tool concave unless otherwise noted on Drawings. When tooling joints, squeeze mortar back into joint. 4 Weep Holes: a. Provide weep holes at 32' o c. in the first bed joint and at first joint above any continuous steel angle supports. 5 Pre manufactured Components: a. Install fireplace insert conforming to Manufacturer's instructions and clearances. Division 04 Masonry New Building for Hi -Tech Electronics END OF DIVISION 04 April, 01 04/2 1 1 1 1 DIVISION 05 METALS GENERAL 1 General Conditions and Division 01 apply to this Division. 2. Scope: a. Includes But Not Limited To 1) Provide labor materials, and equipment necessary for completion of work indicated in Drawings or Specifications. 05100 STRUCTURAL METAL FRAMING GENERAL 1 Scope: a. Includes But Not Limited To 1) Furnish metal framing as shown on Drawings. b Related Work Specified Elsewhere 1) Installation specified in Section 06 100 2) Painting specified in Section 09 900 3) Premanufactured connectors specified in- Section- 06 050 PRODUCTS 1 Plate steel in thickness, and shapes as shown on Drawings. 2. Coordinate sizes with Section 06 100 END OF DIVISION 05 Division 05 Metals April, 01 New Building for Hi -Tech Electronics 05/1 DIVISION 06 WOOD AND PLASTICS GENERAL 1 Division 01 applies to this Division. 2. Scope. a. Includes But Not Limited To 1) Furnish labor materials, and equipment necessary for completion of work unless indicated or noted otherwise. 3. Gradina: a. Lumber 1) In accordance with National Grading Rules for softwood dimension lumber and bearing grade stamp of WWPA, SPIB, or other association recognized by the American Lumber Standards Committee. 2) All dimensional lumber shall be Doug -Fir #2 or better unless noted otherwise. b. Plywood 1) Plywood shall bear the stamp of A.P.A. approval 2) Grading shall be in accordance with PS 1 -83 /ANSI A199 1 c. All exposed beams to be Architectural Grade unless not exposed as indicated on Drawings. 4 Seasonina: a. Lumber 2 inches or less in nominal thickness shall not exceed 19% in moisture content at time of fabrication and installation and be stamped 'S -DRY" 'K -D' 5 Lumber shall be S4S. 6. Product Delivery. Storaae. Handling' a. Protect lumber and plywood and keep under cover in transit and at jobsite. b Do not deliver material unduly long before it is required. c. Store on level racks and keep free of ground to avoid warping. Stack to insure proper ventilation and drainage. 06 050 FASTENERS SUPPORTS GENERAL 1 Division 06 GENERAL applies to this Section. 2. Scope. a. Includes But Not Limited To 1) Connectors 2) Construction Mastics 3) Rough hardware not specified in other Sections. Division 06 Wood Plastics New Building for Hi -Tech Electronics April, 01 0611 7 Execution: a. Frame, anchor tie, and brace members or parts to develop strength and rigidity necessary for purposes for which they are used. b. Preparation, fabrication, and installation of wood members as well as glues and mechanical devices for fastening them shall conform to good engineering practices. 06 110 WOOD FRAMING Division 06 Wood Plastics New Building for Hi -Tech Electronics b Related Work Specified Elsewhere 1) Custom beam connectors specified in Section 05 564 PRODUCTS 1 Bolts. Wood Screws. Steel Joist Hanaers. Holdowns. Expansion Bolts: a. Standard type and make for job requirements. Refer to Drawings for sizes required under certain conditions. 2. Strap Anchors: a. 12 gauge x 1 -1/4 inch wide, punched for nailing at 9 inches o.c. Refer to Drawings for sizes required under certain conditions. 3 Construction Mastics: a. Phenol resorcinol type when used on pressure treated wood products. 4 Approved Manufacturers: a. Hangers 1) Simpson Strong -Tie Co. San Leandro, CA EXECUTION 1 Install as instructed, required, and according to best practice. 06100 ROUGH CARPENTRY GENERAL 1 Division 06 GENERAL applies to this Section 2. Conform to intermediate framing requirements of 1994 WSEC 3 Scope: a. Includes But Not Limited To 1) Furnish and Install a) Framing b) Sheathing c) Miscellaneous 06 100 GENERAL 1 Scope. a. Includes But Not Limited To 1) Wall Framing 2) Conventional Roof and Ceiling Framing b. Related Work Specified Elsewhere 1) Caulking used as sill sealers specified in 07 900 2) Rigid insulation used in headers specified in 07 200 PRODUCTS 1 All wood shall conform to 06 000 GENERAL, as well as structural notes, shear wall schedules, and special requirements shown on Drawings. 2. Nails. a. Unless otherwise noted conform to nails required of UBC 23 -I -Q. 3 Blockina: a. Provide nominal 2 inch thick blocking as detailed on Drawings. April, 01 0612 1 EXECUTION 1 General: a. Unless otherwise noted conform to nailing schedule of UBC 23 -I -Q. b. All cutting, notching, boring and reinforcement of members shall be subject to approval of Architect. c. Do not install bowed or warped members or other material not in conformance with these Specifications and good practice. d. Block and bridge as required and as shown. 06115 SHEATHING 2. Roof Framing: a. Minimum 2 inch bearing unless joists are supported on a ribbon and spiked to studding. b Set with crown up c. Support where required by steel joist hangers. d. Lap rafters over girder or wood support and securely nail together and to wood support. e. Provide accurately fitted header and trimmer joists of same size as regular joists around floor openings and support where indicated by steel joist hangers. 3 Beam Installation. a. Install work in accordance with Fabricators instructions and Glu -Lam Erection Safety Practices. b Adequately support and brace work until tied into building structure to insure against collapse due to wind or other forces. c. Maintain protection and appearance of beams until roofing has been installed. 4 Walls: a. Use sill sealant per 1994 WSEC b. Carefully lay out, cut and fit all members. Secure with sufficient nails, spikes, and connectors to insure rigidity and permanence. Install work true to lines, plumb, level and as shown on Drawings. c. Provide for the installation and support of work by other trades. Install blocking and backing for wall mounted and recessed items. Do not slant cut studs for straightening, use only straight studs. 5 Installation of Wood Trusses: a. Do not install damaged or broken wood trusses. b. Trusses are to be erected and installed in accordance with the Contract Documents, approved shop drawings, and manufacturer's installation suggestions. c. Do not alter any manufactured truss without prior approval of Architect. GENERAL 1 Scope. a. Includes But Not Limited To- 1) Wall Sheathing 2) Roof Sheathing 2. Composite plywood, oriented strandboard, waferboard but not structural particle board, are approved provided that span ratings of plywood specified are met. 3 Plywood not specified otherwise shall be a minimum 'C' face. Division 06 Wood Plastics New Building for Hi -Tech Electronics April, 01 0613 PRODUCTS 1 Wall Sheathing: a. 1/2' plywood, 24/16 index, exposure II 2. Roof Sheathing: a. 5/8' CDX, 24/16 index, exposure II a. 1/2' CDX plywood, 24/16 index, exposure II EXECUTION 1 Wall Sheathina: a. Refer to Structural Notes and Shear Wall Schedule on Drawings for proper nailing values. b. Conform to UBC nailing schedule. 2. Roof Sheathina a. Lay face grain perpendicular to supports. b. Provide side and end spacing per manufacturer's instruction. c. Protect sheathing from moisture until roofing is installed. 06 170 PREFABRICATED STRUCTURAL WOOD GENERAL 1 Division 06 GENERAL applies to this Section. 06182 GLU -LAM BEAMS GENERAL 1 Scooe: a. Includes But Not Limited To 1) Provide all Glu -lam beams. Division 06 Wood Plastics New Building for Hi -Tech Electronics b. Related Work Specified Elsewhere 1) Installation specified in Section 06 110 2) Steel beam connections specified in Section 05 564 3) Flashing at exterior beams specified in Section 07 600 2. Product Protection Handling: a. Wrap members separately with heavy water repellent cover Protect against damage in transit. b. Store and handle to insure maintenance of appearance. PRODUCTS -1 Materials: a. Lumber 1) Species and Grade a) Douglas fir stress grade as indicated on Drawings. Comply with Standard Grading and Dressing Rules of WCLA, No. 16. 2) Moisture Content a) 8% minimum and 15% maximum. Range of moisture content not to exceed 5% at time of gluing b. Appearance Grade 1) Architectural grade for all beams unless hidden. See Drawings April, 01 06/4 1 r 1 06190 WOOD TRUSSES GENERAL 1 Scope: a. Includes But Not Limited To 1) Fabrication of wood trusses, trussed blocking, bracing bridging and all connections within a trussed roof system. b. Related Work Specified Elsewhere 1) Installation specified in Section 06 100 PRODUCTS 1 Provide manufactured trusses conforming to shapes and styles drawn designed to carry dead and live loads required EXECUTION 1 If product is stored on site, ensure that product remains straight and true prior to erection. 06 200 FINISH CARPENTRY 2. Shop Drawinas: a. Shop Drawings shall include truss layout plan, sizes, grades, gauges and exact locations of members and connection plates, all bearing the stamp of a registered structural engineer of the State of Washington. Conform to the requirements of ICBO 2. Upon installation, provide all bracing at webs and bottom chords according to Manufacturer's specifications. GENERAL 1 Division 06 GENERAL applies to this Section. 2. Scope. a. Includes but not limited to installation of following items unless arranged' for otherwise 1) Interior and Exterior Architectural Woodwork 2) Wood doors and frames 3) Windows and frames 4) Exterior siding 5) Building Specialties specified in Division 10 6) Finish Hardware specified in Division 08. 7) Miscellaneous as specified elsewhere 3. Grading Rules: a. Standard Grading and Dressing Rules of West Coast's Lumbermans Association, latest edition. b. Western Wood Products Association grading rules, latest edition 4 Execution. a. Work shall be made in accordance with measurements taken on the job b. Scribe, miter and join accurately and neatly to conform to details. c. Exposed surfaces shall be machine sanded, ready for finishing d. Allow for free movement of panels. e. Countersink nails f Glue shall be waterproof and of best quality Division 06 Wood Plastics New Building for Hi -Tech Electronics April, 01 06/5 g. Back prime work to be installed against concrete or masonry or subjected to moisture. h. Architectural Woodwork 1) Install plumb, level, and square in manner and quality consistent with AWI Custom Grade requirements. 06 207 EXTERIOR FINISH LUMBER AND SIDING GENERAL 1 Scope. a. Includes But Not Limited To- 1) Exterior siding, soffits, corner trim, fascias, etc. 2. Siding: a. Hardi Panel, smooth finish 4 wide sheets, 5/16" thick 06 210 DOORS 3. All Exterior Trim and Lumber Not Noted Otherwise: a. Socomi -lam laminated fascias, corners and trims as shown on Drawings. 4 Nails: a.- 7d hot dipped galvanized- siding nails.- Minimum penetration 1 -1/2' GENERAL 1 Scope: a. Includes But Not Limited To 1) Storing and installing wood doors. b. Related Work Specified Elsewhere 1) Furnishing of doors specified in Division 08. 2. Product Storage Handling: a. Wood Doors 1) Store flat on a level surface in a dry well ventilated building Cover to keep clean but allow air circulation EXECUTION 1 Wood Doors: a. Install with 3/16 inch clearance between door and frame. Form a square frame with jambs and stops. b. Install door according to Manufacturer recommendations. When finished, doors shall not bind stick, or mounted so as future hardware difficulties. c. Verify hardware types for doors prior to milling. d Use hardware templates furnished by Manufacturer when mounting hardware. e. Read Hardware Manufacturer's instructions prior to mounting hardware and follow as closely as possible. f Set hinges flush with edge surface. 06 300 WOOD TREATMENT GENERAL 1 Treat lumber or plywood in contact with concrete, or specified above for pressure treatment, in accordance with LP 2 -80 and dried after treatment. PRODUCTS 1 #2 Douglas Fir or better Hem -Fir permitted. Division 06 Wood Plastics New Building for Hi -Tech Electronics April, 01 06/6 06 413 CABINETS HIGH PRESSURE DECORATIVE LAMINATE 06 410 ARCHITECTURAL CABINETS GENERAL 1 Division 06 GENERAL applies to this Section. 2. Scope. a. Includes But Not Limited To 1) Fabrication and delivery to site of millwork specified below 2) Installation of cabinet hinges catches, etc. b. Related Work Specified Elsewhere 1) Furring and blocking members specified in Section 06 100 3 Reference Standards: a. Applicable standards of AWI 'Quality Standards and Guide Specifications' apply to this Section as if written in this Project Manual unless noted otherwise. b. AWI 'Custom' grade except as otherwise indicated shall be base quality requirement. 5 Hardware. a. Drawer Slides: b. Pulls: c. Hinges: d. Full Extension Slides: e. False Front Tilt Tray 4 Submittals: a. Submit shop Drawings to Architect 60 days prior to installation. b Submit manufacturer's literature of specialty items not manufactured by Architectural Woodwork firm, if requested by Architect. Julius Blum Amrock Julius Blum, Stanley Acuride 150Ib capacity Amrock steel tray 6 Execution. a. Fabricate work in accordance with measurements taken on jobsite, and approved shop drawings. b. Install hardware in accordance with Manufacturer's directions. c. Leave operating hardware operating smoothly and quietly GENERAL 1 Scope: a. Includes 1) All cabinets as detailed on Drawings. PRODUCTS 1 Cabinets. a. All cabinets to be plastic laminate, 'European Style' Provide polyester finished interiors with laminate edge strips. Seal all plywood. 2. Countertops: a. Unless otherwise noted provide 1/16 inch thick plastic laminate at countertops. Bond plastic laminate with solvent based contact adhesive to 3/4 inch thick 5 -ply exterior grade plywood. b Edgestrips, backsplash, etc. to all be plastic laminate. c. Use plastic backing sheet 020 inch thickness on all tops with an unsupported area exceeding 4 square feet. Division 06 Wood Plastics April, 01 New Building for Hi -Tech Electronics 0617 3. Laminates: a. Nevamar Wilsonart, Pionite b. Equal as approved by Architect prior to bidding. See Section 01 630 4 Color. Pattern. Finish. a. Provide samples of laminate and polyester to Architect for selection. EXECUTION 1 Refer to section 06 400 GENERAL. 06 414 CLOSET STORAGE SHELVING GENERAL 1 Scope: a. Includes But Not Limited To- 1) Providing storage shelving as shown on Drawings. b Related Work Specified Elsewhere 1) Installation specified in Section 06 200 PRODUCTS 1 Polyester impregnated particle board. Provide PVC edge banding stripping at all exposed edges. 2. Submit samples to Architect for color selection from manufacturer's complete color line. Division 06 Wood Plastics New Building for Hi -Tech Electronics END OF DIVISION 06 April, 01 06/8 DIVISION 07 THERMAL MOISTURE PROTECTION GENERAL 1 General Conditions and Division 01 apply to this Division. 07150 DAMPPROOFING 2. Scope. a. Includes But Not Limited To 1) Furnish labor materials, and equipment necessary for completion of work unless indicated or noted otherwise. GENERAL 1 Scope: a. Includes But Not Limited To 1) Furnish and apply to exterior foundation walls and top of footings. PRODUCTS 1 Approved Manufacturers: a. Foundation Coating C -13 -E by Genstar Flintkote, Irving, TX b Equal as approved by Architect prior to bidding. See Section 01 600 EXECUTION 1 Apply one coat asphalt emulsion at rate of three gal per 100 sq. ft. 2. Apply dampproofing from finish grade line down to top of footings. 07190 VAPOR AIR RETARDERS GENERAL 1 Scope: a. Includes But Not Limited To 1) Furnish for installation under interior slabs on grade barriers for unfaced insulation, and under exterior siding. b. Related Work Specified Elsewhere 1) Insulation vapor barriers specified in Section 09 900 PRODUCTS 1 Underslab Vapor Barrier a. 6 mil minimum black polyethylene sheets meeting requirements of ASTM D 4397 2. Air Retarder a. Tyvek Housewrap by DuPont Company Wilmington, DE EXECUTION 1 Vapor Barriers: a. Exterior Walls 1) 4 mil clear polyethylene sheet on warm side of insulation Tape around electrical boxes and other penetrations prior to sheetrocking. Unfaced batt insulation may be used 2. Air Retarders: a. Install retarder under exterior siding. Seal all seams with manufacturer recommended tape. Prior to exterior siding, inspect exposed air infiltration barrier for holes, tears, and punctures and repair damaged areas. Division 07 Thermal Moisture Protection New Building for Hi -Tech Electronics April, 01 07/1 07 200 INSULATION GENERAL 1 Division 07 GENERAL applies to this Section. 2. Reference Standards: a. This Section shall conform to all requirements of the 1994 Washington State Energy Code. 3. Protection. a. Cut out insulation to provide a minimum of 6 inch clearance around recessed lighting fixtures. 4 Scope: a. Includes But Not Limited To 1) Insulation used in exterior framed walls and ceilings. PRODUCTS 1 'Friction-Fit unfaced batts, or blown in insulation. 2. 'R' Factor of 19 in walls and R -38 in attics. R 30 in conventional 2x12 or 11 -7/8 TJI framing. 3. 'R' Factor of 30 under floor (crawlspace) 4 Aooroved Manufacturers: a. Certainteed Corp. Valley Forge, PA b. Manville Corp. Fiberglass, Denver CO c. Owens Corning Fiberglass Corporation, Toledo OH d. Arc -Seal Blown in Blanket. EXECUTION 1 Leave no gaps in insulation envelope. 2. Install insulation between jambs framing, behind plumbing wiring and in similar places. 3 Fit ends of batts snug against top and bottom plates. 4 Where insulation is not enclose d by structure or drywall, support in place with wire or other suitable material. 5 Seal cavity between windows and doors and the rough framing with backer rod or low expanding foam. 6 In ceilings and attics, maintain clear unobstructed ventable area of not less than 2' by use of baffles or other devices. 07 212 BOARD INSULATION GENERAL 1 Section 07 200 GENERAL applies to this Section. 2. Scope. a. Includes But Not Limited To 1) Furnish and install on interior side of perimeter foundation walls. 2) Sandwich headers. Division 07 Thermal Moisture Protection New Building for Hi -Tech Electronics April, 01 07/2 1 i 1 1 PRODUCTS 1 Above or Below Grade Installation. a. Approved Manufacturers 1 Amofoam CM, Amoco Foam Products Co. Atlanta, GA 2. Foamular 250, UC Industries, Parsippany NJ 3. Styrofoam SM, Dow Chemical Co Midland, MI EXECUTION 1 Install in accordance with Manufacturer's recommendations. 07 300 ROOFING 07 311 ASPHALT SHINGLES 2. For insulation of slab -on- grade, install against interior side of perimeter foundation walls extending downward to top of footing or for 24 inches, whichever is less. 3 Install 1 -1/2' insulation in double 2X headers on interior side of 5 -1/2' walls. GENERAL 1 Division 07 GENERAL applies to this Section. 2. Scope: a. Includes 1) Installation of valleys, drip edges, vent flashings, step flashing, etc. 3 Quality Assurance: a. Conform to Manufacturer's requirements for full warranty b. Replace roofing paper if exposed to weather for longer than recommended by manufacturer 4 Warranties. Guarantees. Bonds: a. At completion of roofing furnish Owner with Manufacturer's standard written warranty or bond. b. In addition to Manufacturer's warranty General Contractor shall furnish written two year guarantee covering repairs and replacements for any defect or failure due to faulty workmanship at no additional cost to Owner GENERAL 1 Section 07 300 GENERAL applies to this section. 2. Job Conditions: a. Cold Weather Application 1) Do not install shingles at lower temperatures than allowed by Manufacturer for application PRODUCTS 1 Shingles: a. Fiberglass matt shingles meeting or exceed requirements of ASTM D 3018 and following requirements 1) Minimum manufactured weight 300 lbs. 2) Hip and Ridge Shingles shall be Factory preformed. 3) Minimum 25 year warranty or bond 4) Color as selected by Architect (Owner) from Manufacturer's complete color line. Division 07 Thermal Moisture Protection New Building for Hi -Tech Electronics April, 01 07/3 2. Approved Manufacturers: a. Celotex Corp. Tampa, FL b. Elk Roofing Products, Dallas, TX.- c. GAF Corp. Wayne, NJ d. Manville Corp. Denver CO 3 Underlavment: a. Primary and Secondary- 1) 2 layers of 15# asphalt saturated and coated organic felt base sheet meeting requirements of ASTM D 262. EXECUTION 1 Underlavment: a. Apply 36 inch wide sheets over complete deck, including area covered with secondary underlayment, with each sheet overlapping preceding sheet 2 inches and doubling through valleys 12 inches each side. 2. Valleys: a. Use maximum length possible up to 10 feet. Nail top of each section and lap 8 inches in the direction of flow 3. 07 400 PREFORMED ROOFING 07 420 PREFINISHED METAL ROOFING Division 07 Thermal Moisture Protection New Building for Hi -Tech Electronics Shingles: a. Insure alignment by running vertical line down center of roof and laying shingles from center to rake and, in addition, snapping chalk line at least each fifth course to control horizontal alignment. GENERAL 1 Division 07 GENERAL applies to this Section. 2. Guarantee: a. Provide Manufacturer's written 20 year guarantee for aluminum finishes and 10 year guarantee for steel finishes. GENERAL 1 Scope. a. Includes but not limited to 1) Furnish and install steel roof panels, flat stock, and custom trim shapes as detailed on Drawings and as conditions warrant. b Related work specified elsewhere 1) Majority of roofing specified in Section 07 320 2) Flashing and sheet metal specified in Section 07 600 2. Shoo Drawinas: a. Submit layout shop drawings indication mounting and connection details, conditions of mating of work by others. b. See Section 01 340 PRODUCTS 1 Standards: a. Steel gauge 26 gauge unless noted otherwise. b. Steel grade: ASTM A-446 Grade A, HDG G -90 steel. c. Minimum yield strength: 40 000 psi. d. Exterior finish. Polyvinylidene fluoride with a minimum 70% kynar resin, 1 mil dry film thickness. Color as selected by Architect from manufacturer's standard colors. April, 01 07/4 e. Interior finish: 5 mil baked on polyester paint. Off -white color f Accessories 1) Top base and corner trim. 2) Closure, shapes. 3) Neoprene gasketed, steel fasteners with snap on plastic cover tabs (color to match metal) 4) Brake formed trim. 5) Sealant. 2. Approved Manufacturer a. AEP /SPAN 3/4' standing seam x 12' nominal widths Kynar 500 prefinished roofing panels or approved equal prior to bidding EXECUTION 1 Construction: a. All lines straight, true and plumb. Edges and corners to conform to approved shop drawings. Exposed fasteners not permitted. Transverse seams will not be permitted. 2 Installation: a. In conformance with manufacturer's recommendations and approved shop drawings. 07 600 FLASHING SHEET METAL 07 621 PREFINISHED FLASHING COUNTERFLASHING 3. Touch uD: a. Repair all scratches and /or scars as required and touch up paint with matching paint color 4 Clean up: a. Touch up all marred surfaces. Leave clean free of grease or oil All shapes to conform to approved shop drawings. GENERAL 1 Division 07 GENERAL applies to this Section. 2. Coordination: a. Cooperate with related Sections during erection stage. GENERAL 1 Scope. a. Includes But Not Limited To 1) Flashing and counterflashing not specified to be of other material. PRODUCTS 1 27 ga. prefinished steel meeting requirements of ASTM A 361 Color as selected by Architect from manufacturers complete color line. Finish to have a minimum 10 year warranty EXECUTION 1 Install with small watertight seams. 2. Slope to provide positive drainage. 3 Fold exposed edges 1/2 inch to,provide stiffness. Division 07 Thermal Moisture Protection New Building for Hi -Tech Electronics April 01 07/5 4 Provide sufficient hold -down clips to insure true alignment and security against wind. 5 Provide 4 inch minimum overlap. 07 637 CONTINUOUS PREFINISHED GUTTERS AND DOWNSPOUTS GENERAL 1 Scope: a. Includes but not limited to 1) Gutters and downspouts throughout entire building. Connect into drain system, unless detailed otherwise. 2. Warranty a. Provide Owner with 2 year written warranty against leakage. PRODUCTS 1 Downspouts: a. 2x3 inch, rectangular and corrugated 27 gauge aluminum including necessary elbows, pre- finish to match gutters. Color to be selected by Architect. 2. Scuppers: a. 27 gauge prefinished aluminum. Color to be selected by Architect. b. Provide scuppers as detailed on drawings. c. Provide stainless steel strainers at all downspout inlets. EXECUTION 1 Coordinate locations of scuppers and downspouts with Architect. 2. Lap joints in downspouts at least 1 -1/2 inches in direction of water flow 3 At completion of this work, block downspouts and flood gutters. Notify Architect prior to testing. Repair leaks and adjust gradients for proper drainage. 4 Install strainers at each outlet tube. 07 700 ROOF SPECIALTIES ACCESSORIES GENERAL 1 Division 07 GENERAL applies to this Section. 07 725 PREFABRICATED RIDGE VENTS GENERAL 1 Scope: a. Includes 1) Furnishing ridge vents in locations shown on Drawings. b. Related work specified elsewhere 1) Coordinate installation with Section 07 300 PRODUCTS 1 Material: a. Polypropylene 080 .250 gauge. 2. ADD roved Manufacturers: a. 'Ridgeline Vent' by Ridgeline Corporation Detroit, Ml b Equal as approved by Architect prior to bidding. See Section 01 630 Division 07 Thermal Moisture Protection New Building for Hi -Tech Electronics April, 01 07/6 1 EXECUTION 1 Install in accordance with Manufacturer's recommendations in locations shown on Drawings. 07 900 JOINT SEALERS GENERAL 1 Division 07 GENERAL applies to this Section. 2. Scope a. Includes But Not Limited To 1) Furnish and install sealants as required for types and usage needed and as shown on Drawings. 3. Conform to 1994 WSEC requirements for intermediate framing. PRODUCTS 1 Provide sealers or caulking as recommended by Manufacturer at door frames, wall penetrations, connections, and other joints necessary to seal off building from outside air and moisture, interior door frames, and other areas as noted on Drawings or as required for professional finished product. 2. Color a. Where sealant is not to be painted and is exposed to view color match to background, as close as possible, with manufacturer's standard colors. 3. Backing; a. Flexible polyethylene rod equal to Ethafoam or Mincel. EXECUTION 1 Apply with a hand caulking gun. Use gun nozzles of proper size to fit joints. 2. Seal joint when it is in normal condition, not contracted or expanded. 3. Use masking tape to protect surrounding surfaces, and remove immediately after drawing bead, with inner edge drawn away first to eliminate feather edging. Division 07 Thermal Moisture Protection New Building for Hi -Tech Electronics END OF DIVISION 07 April, 01 0717 DIVISION 08 DOORS WINDOWS GENERAL 1 General Conditions and Division 01 apply to this Division. 08100 METAL DOORS 2. Scope: a. Includes But Not Limited To 1 Furnish labor material, and equipment necessary for completion of specified work unless indicated or noted otherwise. GENERAL 1 Division 08 General applies to this Section. 08 200 WOOD DOORS GENERAL 1 Scope. a. Includes But Not Limited To 1) Furnishing solid core doors at passages. b Related work specified elsewhere 1) Installation specified in Section 06 200 2) Finish Hardware specified in Section 08 700 3) Finishing specified in Section 09 900 2. Coordination: a. Coordinate with Section 08 700 for proper positioning and type of hardware. PRODUCTS 1 Solid Core Veneer Doors: a. Veneer 1) Plain cut Birch. b. Approved Manufacturers 1) Vancouver Architectural Doors 2) Seattle Door Company 3) Equal as approved by Architect prior to bidding. 08 400 ENTRANCES STOREFRONTS GENERAL 1 Division 08 GENERAL applies to this Section. 08 410 ALUMINUM ENTRANCES STOREFRONTS GENERAL 1 Scope: a. Includes But Not Limited To 1) Furnishing and installing aluminum doors and window sections. b. Related Work Specified Elsewhere 1) Glass and glazing specified in Section 08 800 2) Hardware specified in Division 08 700 3) Caulking frame perimeter specified in Section 07 900 2. Protection: a. Protect surface from damage until Substantial Completion. Repair or replace damaged materials at no cost to Owner Division 08 Doors Windows April, 01 New Building for Hi -Tech Electronics 08/1 3. Shoo Drawinas: a. See Section 01 340 4 Guarantee. a. Guarantee doors are secure from unauthorized entry under normal use when locked. PRODUCTS 1 Manually Operated Doors: a. Aluminum 1) 6063 T5 aluminum alloy (ASTM B 221 -83, 'Specifications for Aluminum -Alloy Extruded Bars, Rods, Wire, Shapes Tubes' alloy GS 10A -T5) b Stiles Top Rails 1) 3 -1/2' x 1 -3/4' x 0 125' thick c. Bottom Rail 1) 6 -1/2' x 1 -3/4' x 0.125' thick d. Construction 1) Manufacturer's standard. e: Glazing -Stops 1) Snap -in type with neoprene bulb -type glazing. Units shall be glazed from exterior side. f Weatherstripping 1) Manufacturer's standard. g. Finish 1) Clear Anodized h Approved Manufacturers 1) US Aluminum 2) Kawneer Company Inc, Norcross, GA 3) PPG Industries, Pittsburgh, PA 4) Tubelite Architectural Products, Reed City MI 3. Double Glazed Frames: a. Standard 1) US Aluminum 1" insulated glass system. b. Aluminum 1) 6063 -T5 aluminum alloy c. Sealer Tape 1) 3M d. Fasteners 1) Aluminum or nonmagnetic stainless steel. Concealed fastenings cadmium or zinc plated steel. e. Finish 1) Match doors. f Caulking 1) For threshold only g. Approved Manufacturers 1) Match Doors 4 Fabrication: a. Construction shall meet Manufacturer's recommendations. Joints shall be tightly closed. b Adequately reinforce to hold pivots and closers. Division 08 Doors Windows New Building for Hi -Tech Electronics April, 01 08/2 EXECUTION 1 Erection: a. Threshold shall be set in full bed of mastic, caulked and made watertight. b. Thresholds shall be accurately fitted. c. Use sealer tape to prevent electrolytic action. d. Follow Manufacturer's recommendations for erection. e. Set plumb, square, level in correct alignment, and securely anchored. f Adjust doors for perfect operation after glazing entry g. Refer to Drawings for mullion placement and construction details. 08 510 ALUMINUM WINDOWS GENERAL 1 Division 08 800 applies to this Section. PRODUCTS 1 EXECUTION 1 2. Scope. a. Includes But Not Limited To- 1) Furnishing metal window frames complete with glazing. b Related Work Specified Elsewhere 1) Caulking specified in Section 07 900 2) Performance of installation specified in Section 06 200 3. Quality Control: a. Windows shall bear AAMA 'Quality Certified' label for type of window specified above. 2. Adiustment Cleaning: a. After windows are in place, adjust hardware and ventilators to operate smoothly and be weathertight when closed. Division 08 Doors Windows New Building for Hi -Tech Electronics Windows: a. Style 1) Thermally broken aluminum window Clear anodized. Provide screens at operable windows. b. Glazing 1) Insulated float glass, or tempered where required by code. Provide minimum 1/2' airspace. 2) Obscure glass shall be Mist -Lite. c. Approved Manufacturers 1) Northwest Aluminum Products 2) Milgard Manufacturing 3) Alpine Industries 4) Equal as approved by Architect prior to bidding. Windows: a. Set windows plumb, level, and in alignment and secure properly to walls and mullions with anchors and fastening devices supplied by Manufacturer b Protect aluminum window surfaces from adjacent work as necessary April, 01 08/3 08 630 VINYL WINDOWS GENERAL 1 Division 08 800 applies to this Section. PRODUCTS 1 EXECUTION 1 08 700 FINISH HARDWARE 2. Scope: a. Includes But Not Limited To- 1) Furnishing vinyl window frames complete with glazing. b Related Work Specified Elsewhere 1) Caulking specified in Section 07 900 2) Performance of installation specified in Section 06 200 3. Quality Control: a. Windows shall bear AAMA 'Quality Certified' label for type of window specified above. Windows: a. Style= 1) Extruded polyvinylchloride with color selection from complete color line. Provide screens at operable windows. Casement and awning windows shall have rotary hardware. b. Glazing 1) Insulated float glass, or tempered where required by code. Provide a minimum 1/2' airspace. 2) Glass shall be SIGMA Class A certified. 3) Obscure glass shall be Mist -Lite. c. Approved Manufacturers 1) Northwest Aluminum Products 2) Insulate Industries 3) Equal as approved by Architect prior to bidding See Section 01 600 Windows: a. Set windows plumb, level, and in alignment and secure properly to walls and mullions with anchors and fastening devices supplied by Manufacturer b Protect window surfaces from adjacent work as necessary 2. Adiustment Cleaning. a. After windows are in place, adjust hardware and ventilators to operate smoothly and be weathertight when closed. GENERAL 1 Division 08 GENERAL applies to this Section. 2. Scope. a. Includes But Not Limited To 1) Furnishing door hardware. b. Related Work Specified Elsewhere 1) Installation of door hardware specified in Section 06 200 2) Allowance specified in Section 01 020 Division 08 Doors Windows New Building for Hi -Tech Electronics April, 01 08/4 1 1 08 800 GLAZING GENERAL 1 Division 08 GENERAL applies to this Section. 08 842 FULLY TEMPERED GLASS GENERAL 1 Scope. a. Includes But Not Limited To 1) Furnishing and installing glass in doors, sidelights below door height. PRODUCTS 1 Meet requirements of ASTM C 1048 a. Kind FT b. Thickness 1) 1/4 inch. EXECUTION 1 See Section 08 800 General. 08 850 INSULATING GLASS 2. Scope: a. Includes 1) Furnishing and installing glazing as shown on Drawings. 3. Glass Standards: a. Do not install glass having broken or chipped edges. 4 Manufacturer's Labels: a. Labels showing strength, grade, thickness, type, thermal ratings and quality are required on each piece of glass. 5 Execution a. Orderglass in sufficient time to prevent delay in the work. However contact Architect before ordering to determine if there have been changes in design. GENERAL 1 Scope. a. Includes But Not Limited To 1) Furnish and install insulating glass where shown on Drawings. PRODUCTS 1 Meet requirements specified under 08 811 or 08 842, and the following. a. Glass 1) Clear /Clear b. Unit Thickness 1 maximum. c. Type Seal Metal -to -glass bond and separated by 1/2 inch dehydrated air space. Argon filled. 2. Approved Manufacturers: a. Members of Sealed Insulating Glass Manufacturers Association (SIGMA) Division 08 Doors Windows New Building for Hi -Tech Electronics April, 01 08/5 EXECUTION 1 Sash shall be square and true in plane before installation. 2. Glass stop clearance 1/8 inch. 3 Frame clearance 1/8 inch. 4 Use nonhardening sealants. 5 Use neoprene blocks and spacers on all units with face stops. 6 Locate blocks 1/4 of width of glass in from each end. 7 1/16' x 3/8" closed cell foam glazing tape. Norton or approved equal. Division 08 Doors Windows New Building for Hi -Tech Electronics END OF DIVISION 08 April, 01 08/6 I DIVISION 09 FINISHES I GENERAL 1 General Conditions and Division 01 apply to this Division. I 2. Scope. a. Includes But Not Limited To 1) Furnish labor materials, and equipment necessary for completion of work unless indicated or noted otherwise. 09 130 ACOUSTICAL SUSPENSION SYSTEM I GENERAL 1 Scope: a. Includes But Not Limited To I b. 1) Provide acoustical suspension system to receive acoustical tile. Related Work Specified Elsewhere 1) Light fixtures in ceilings specified in Division 16. I 2. Reauirements of Regulatory Aaencies: a. Meet seismic bracing requirements of UBC Standard 47 -18 or equivalent governing standard for the location. I PRODUCTS 1 Systems shall meet requirements of ASTM C 635 -83, 'Specification for Metal Suspension Systems for Acoustical Tile Lay -In Panel. Ceilings' intermediate I duty electro- galvanized. a. Exposed surfaces shall be finished with factory- applied white baked enamel. I b. Main T- Runners Cross T- Splines 1) Fabricated of 0 020 inch thick minimum cold rolled electro galvanized steel. 2) Main runners and cross T's shall have one inch exposed face. I c. Hanger Wire 1) 12 gauge cold rolled electro- galvanized steel. d. Edge Molding 1) Channel section of 0 020 inch thick cold rolled electro- galvanized steel. e. Hold -down Clips 1) As required by UL to prevent lifting of panels under unusual draft I conditions. f Approved Manufacturers 1) Chicago Metallic Corporation, Chicago, IL I 2) 3) Donn Corp, Westlake, OH Armstrong World Industries 4) Any approved Acoustic Tile Manufacturer I EXECUTION 1 Installation shall meet requirements of ASTM C 636 -76 (1981), 'Recommended Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile Lay -In Panels" 1 2. Pay particular attention to required hanger wire placement and fixture protection. Individual component deflection not to exceed 1/360 of span. I 1 Division 09 Finishes April, 01 New Building for Hi -Tech Electronics 09/1 09 250 GYPSUM BOARD GENERAL 1 Scope. a. Includes But Not Limited To 1) Interior walls and ceilings where shown on Drawings. b. Related Work Specified Elsewhere 1) Priming and final painting specified in Section 09 900 2. Job Conditions: a. Environmental Requirements 1) Temperature shall be 55 deg. F minimum day and night during entire joint operation and until building is occupied. 2) Provide ventilation to eliminate excessive moisture. 3) Verify moisture content of stud to be no more than 16% before commencing work. PRODUCTS 1 Gvosum Board: a. 5/8 inch thick tapered edge. Face paper suitable for painting. b. Use water resistant type on walls in Bathrooms, and behind sinks and water heater(s) c. Use 5/8' GWB at 24' o.c. framing. d. Use bullnose corner metal at all corners; headers at passageways; window wrap• and sills at transom windows. Lower window sills to be. wood. EXECUTION 1 Fastening: a. Install by double nailing method or by bugle screws. b Do not apply screws closer than 3/8 inch to ends or edges. 2. Texture: a. Light orange peel or other texturing method and style approved by Architect. Provide sample to Architect prior to commencing work. 09 500 ACOUSTICAL TREATMENTS GENERAL 1 Division 09 GENERAL applies this Section. 2. Scope: a. Includes But Not Limited To 1) Furnishing acoustical insulation and systems where required in Contract Documents. b. Related Work Specified Elsewhere 1) Installation specified in Division 07 00 Division 09 Finishes New Building for Hi -Tech Electronics April, 01 09/2 PRODUCTS 1 Fiberglass Insulation. a. Provide unfaced in R -11 or R -19 as required by Contract Documents. b Approved Manufacturers 1) U S Gypsum Company Chicago IL 2) Owens Corning Fiberglass Corp. Toledo, OH 3) Manville Corp. Denver CO 4) Equals as approved by Architect prior to bidding. See Section 01 630. 2. Acoustical Sealant: a. Non hardening, non bleeding, and non -drying resilient water based caulk. 3 Penetration Foam: a. "3 -6548 RTV" silicone foam as manufactured by Dow Corning b. Equal as approved by Architect prior to bidding. See Section 01 630 4 Resilient Channels: a. Provide resilient channel behind drywall as required by Contract Documents. EXECUTION 1 General: a. Fabricate as indicated on Drawings. 09 513 tile suspended PRODUCTS 1 Tile: 2. Acoustical Walls: a. Walls scheduled for acoustical performance are to be constructed to be completely sealed airtight. b Electrical boxes are to be sealed with caulking to not let air pass through the back or side openings. Electrical boxes shall not be placed back to back in a wall. Minimum offset between electrical boxes to be 18' in partition walls between adjacent rooms. GENERAL 1. Scope: a. Includes But Not Limited To 1) Furnish and install tile for suspended ceilings. b Related Work Specified Elsewhere 1) Suspension System specified in Section 09 100 2) Painting specified in Section 09 900 Division 09 Finishes New Building for Hi -Tech Electronics a. Mineral Fiber Lay -in Panels for UL time -rated assemblies. b. Finish 1) Factory applied white coating with a light reflection coefficient minimum of 0 75 c. Rating 1) Meet applicable UL fire- resistance classification design for one hour rating d. Pattern 1) Fissured unless selected differently by Architect. e. Thickness 1) 5/8 inch minimum. f NRC Range 1) 65 to 85 minimum April, 01 09/3 g. Approved Manufacturers 1) Armstrong World Industries Co, Lancaster PA 2) Celotex Corp, Tampa, FL 3) Manville Corp, Denver CO 4) National Gypsum Co Buffalo, NY 5) U S Gypsum, Chicago, IL 6) Equal as approved by Architect prior to bidding. See Section 01 630 EXECUTION 1 Install lay -in panels in accordance with Manufacturer's instructions. 09 665 RESILIENT SHEET FLOORING GENERAL 1 Division 09 GENERAL applies to this Section. EXECUTION 1 PRODUCTS 1 Base: 2. Scope a. Includes But Not Limited To 1) Furnishing and installing flooring indicated Drawings. 09 678 RESILIENT BASE ACCESSORIES PRODUCTS 1 Floorina: a. Allowance See Section 01 020 Division 09 Finishes New Building for Hi -Tech Electronics b Related Work Specified Elsewhere 1) Rubber base specified in Section 09 678. 2) Allowance specified in Section 01 020. Inspect surfaces for conditions not suitable for first class installation. Remedy minor irregularities in accordance with Manufacturer's recommendations. Do not start work until defects are corrected. 2. Install flooring in manner to produce smooth, even finished surfaces tightly jointed and accurately aligned in accordance with Manufacturer's recommendations. a. Fit neatly against projections, piping, electrical service outlets, etc. b Leave flooring level, free from buckles, cracks, and projecting edges. GENERAL 1 Scope. a. Includes But Not Limited To 1) Furnish and install molded rubber products as described in Contract Documents. 2. Protection. a. Keep traffic away until adhesive has set. a. Molded or ExtrudedNulcanized rubber b. Size 1/8' x 6' c. Use preformed external corners, butt joint interior corners. d. Colors as selected by Architect. e. Style 1) Use covered base over resilient flooring April, 01 09/4 f Approved Manufacturers 1) Burke Flooring Products 2) Felxco 3) Johnsonite Flooring Products 4) Roppe Rubber Corporation 2. Adhesive: Best for work as recommended by Manufacturer EXECUTION 1 Installation. a. Fit rubber tightly Use filler where necessary b. Secure rubber with Manufacturer's approved adhesive. Cement base substantially to vertical surfaces including cabinet work base c. Line up top and bottom lines of base throughout. d Roll rubber until firm bond has been established. 09 680 CARPET GENERAL 1 Division 09 GENERAL applies to this Section 2. Scope: a. Includes But Not Limited To 1) Labor materials, and equipment necessary for complete finished carpet installation. b Related Work Specified Elsewhere 1) Allowance specified in Section 01 020 PRODUCTS 1 Carpet: a. Allowance See Section 01 020 EXECUTION 1 Install all materials in strict accordance with manufacturer's recommendations. 2. Notify Architect in writing if base is not acceptable. Do not lay carpet over unsuitable surface. 3. Installation: a. Carpet 1) Cut carpet carefully and accurately to fit rooms or spaces; allow for even, smooth fit along walls, around projections; cut for laying in accordance with approved layout plans. Maintain direction of pattern or texture, including lay of pile. Do not seam weft to warp, except as directed. 2) Extend carpet under open- bottomed and raised bottomed obstructions; and under removable flanges of obstructions. 4 Salvage: a. Usable pieces of carpet left over from installation are property of Owner Roll neatly and store in one location in building. Remove scraps and trimmings from site. Division 09 Finishes New Building for Hi -Tech Electronics April, 01 09/5 09 900 PAINTING GENERAL 1 Scope: a. Includes But Not Limited To- 1) Finishing of all materials commonly finished or as noted on Drawings. 2. Product Delivery Storage: a. Deliver materials in unbroken packages with Manufacturer's original labels intact. b Take extraordinary care to prevent fire. Open cans only as needed. Keep rubbing cloths and oily rags in tightly closed metal containers or remove all such items from the building at the end of the day 3 Samples: a. Provide samples of exterior siding, trim and fascia, interior finish carpentry- and to Architect for to commencement. PRODUCTS 1 All material shall be the best of their respective kinds. The following manufacturers are listed'as a standard of quality* a. Parker Kelly Moore, Sherwin Williams and Olympic Stain EXECUTION 1 General: a. Use tarpaulins or dropcloths when working above finish work; clean all paint splatters, spots and stains from finish work. Division 09 Finishes New Building for Hi -Tech Electronics b. Workmanship shall be of the highest quality performed by skilled mechanics. Putty all holes and imperfections after priming. Color putty to match final coat. c. Backprime all exterior wood prior to installation 2. Systems: a. Exterior Finishes 1) Concrete Floors: a) Seal all concrete (and stone floors) with Thompson's Water Seal, approved equal. 2) Exterior Woods Body Portion a) 1 -coat paint. Paint before installation. b) 1 -coat fogged on after installation. 3) Exterior Woods Trim Portions a) 1 -coat solid body stain. Stain before installation. b) 1 -coat after installation 4) Exterior Metals a) 1 -coat zinc oxide primer b) 1 -coat high gloss enamel. b. Interior Finishes 1) Wall Surfaces painted a) 1 -coat wall primer (prior to texture being applied) b) 1 -coat wall primer after texture. c) 1 -coat latex. April, 01 09/6 Division 09 Finishes New Building for Hi -Tech Electronics 2) Wall Surfaces enameled (Rest Rooms) a) 1 -coat wall primer (installed after texture). b) 1-coat latex enamel. 3) Doors lacquered a) 1 -coat sandable sealer b) 1 -coat semi -gloss lacquer 4) Interior Metals a) 1 -coat red -oxide primer b) 1-coat high gloss enamel END OF DIVISION 09 April, 01 09/7 DIVISION 10 SPECIALTIES GENERAL 1 General Conditions and Division 01 apply to this Division. 2. Scope. a. Includes But Not Limited To 1) Furnish materials, labor and equipment for completion of work unless indicated or noted otherwise. b. Related Work Specified Elsewhere 1) Required blocking in framed walls specified in Section 06 100 10 800 TOILET BATHROOM ACCESSORIES GENERAL 1 Division 10 GENERAL applies to this Section. 2. Scope: a. Includes But Not Limited To 1) Furnish accessories for all bathroom and powder rooms. b. Related Work Specified Elsewhere 1) Backing specified in Section 06 200 2) Allowance specified in Section 01 020 PRODUCTS 1 Allowance See Section 01 020 EXECUTION 1 Install items in accordance with Manufacturer's instructions. Provide mounting devices proper for base structure. 2. Locate as shown on Drawings or as directed by Architect. END OF DIVISION 10 Division 10 Specialties April, 01 New Building for Hi -Tech Electronics 10/1 DIVISION 15 MECHANICAL 15100 PLUMBING SYSTEMS GENERAL 1 Scope of Work: a. The Plumbing Sub Contractor shall furnish and install a complete plumbing system including, but not limited to: a drainage waste and vent (DWV) system, and domestic hot and cold water system. 2. Quality Assurance: a. The entire installation shall conform to the plumbing code currently enforced by the Agency having jurisdiction, the Uniform Plumbing Code shall be considered a minimum. b. Coordinate piping with other trades and utilities to prevent interference. 3. Codes. Permits and Fees. a. The Plumbing Sub Contractor shall obtain and pay for all required permits, inspections, utility service connections, meters and certificates. 4 Submittals: a. The Plumbing Sub Contractor shall provide submittals to the Architect for approval of the following: 1) Water Heater 2) Floor Drains 3) Plumbing Fixtures 5. Warranty° a. Damage caused by defective work or material installed under this Contract will be repaired to the Architects satisfaction without cost to the Owner PRODUCTS 1 Piping: a. Domestic Water Piping hot and cold 1) Above grade: use type 'L copper tubing with wrought copper fittings and 95/5 solder joints. 2) Below grade. use type 'K' copper tubing with wrought copper fittings and brazed joints. b. Condensate Piping: Use type 'M' copper tubing with wrought copper fittings and 50/50 c. Soil Piping 1) Below grade and more than 5 feet beyond building: Use vitrified clay or PVC conforming to ASTM D3034 (SDR 35). 2) Below building floor and less than 5 feet beyond building: Use standard weight cast iron bell and spigot pipe with neoprene joints, or ABS and PVC 3) Above grade: Use no -hub cast iron or copper DIM/ pipe and fittings with 95/5 solder joints, or ABS and PVC d. Vent Piping 1) Below grade: Use standard weight cast iron hub and spigot pipe with neoprene joints, or ABS and PVC piping. 2) Above grade. use standard weight cast iron no -hub type pipe or galvanized steel with galvanized cast iron fittings or galvanized malleable iron fittings, or plastic pipe ABS and PVC piping. Division 15 Mechanical April, 01 New Building for Hi -Tech Electronics 15/1 EXECUTION 1 2. Insulation: a. Below concrete slab: Use 1/2' Armaflex tubing. b Above grade: Use 2 -1/2' foam insulation. c. All valves, fittings and elbows shall be covered with factory molded insulation with premold PVC covers. 3. Water Heater a. Provide a storage type electric water heater b. Water heater must comply with ASHRAE Standard 90 /A -1980 c. Provide with an Asme stamped pressure relief valve rated for the same pressure as the storage tank. Pipe the relief valve to floor full -size. d. Provide 1) 30 gal capacity 5500 Watt input As Manufactured by State Censible 5 Rheem, Ruud or Bradford White. e. Provide dual interlocked elements so that only 1 element will operate at any time. f Provide 5 -year warranty 4. -Hose Bibb: a. Provide wall mounted, freeze proof type hose bibb with vacuum breaker 5 Plumbina Fixtures: a. General 1) Specified by Allowance See Section 01 020 Domestic Hot and Cold Water and Soil Systems: a. Local connections to fixtures shall not be less than the full size of the fittings on the fixtures. b Provide air chambers or shock absorbers to prevent water hammer c. Provide unions on all equipment. d. Provide dielectric unions where two dissimilar pipes meet. e. Insulate all water lines. f Grade piping to drain at low points with plugged tees. g Provide pipe hanger of the same material as the pipe or use approved coated hangers. h. Flash vents passing through the roof with 4 lb. sheet lead extended 12' on all sides, carried up around the vent pipe, over the top and turned down into the pipe or provide rubber boots. Coordinate with Roofing Contractor 2. Pipe Testing: a. All piping systems shall be tested prior to concealment. Insure that test pressures do not damage equipment or fixtures by valving off or isolating them during the test. b. Test Procedures- 1) Drainage System (sanitary sewer vents, etc.). Plug all fixture openings and fill the system above the uppermost outlet. Let the system stand full of water for 1 hour with no indication of leaks. 2) Domestic hot and cold water 100 psi or 1 5 times the working pressure, whichever is greater for 1 hour Division 15 Mechanical New Building for Hi -Tech Electronics April, 01 15/2 1 1 1 1 1 1 15 500 HEATING. VENTILATION AND AIR CONDITIONING GENERAL 1 Scope of Work: a. The HVAC Sub Contractor shall design, furnish and install a complete HVAC system including but not limited to an (1)electric furnace, electric air cooled condensing unit, (2)electric air -to -air split system heat pump, (3)electric baseboard, ductwork system, temperature controls and grilles, registers, and diffusers. b. The HVAC Sub Contractor shall coordinate his design with the local Agency governing the 1994 Washington State Energy Code The Contractor shall obtain a letter from the local Agency stating that the design of the HVAC system meets the intent of the code prior to installation. 2. Quality Assurance. a. The entire installation shall conform to the mechanical code currently enforced by the Agency having jurisdiction. The Uniform Mechanical Code and WSEC shall be considered a minimum. b All design calculations shall be in accordance with the ASHRAE Handbook Fundamentals latest edition. c. All sheet metal or fiberglass ductwork shall be installed according to SMACNA standards. d Coordinate ductwork and equipment placement with other trades to prevent interferences. e. Heating system shall be sized for a maximum of 150% of the design heat load. PRODUCTS 1 Air -to -Air Heat Pumo Outdoor Section: a. Outdoor unit shall contain a semi hermetic compressor with crankcase heater automatically reversible oil pump internal and external motor protection. Outdoor fan shall be propeller type, with horizontal discharge, and direct driven by a factory lubricated motor b Controls and protective devices shall include a high pressurestat, loss -of- charge pressurestat, crankcase heater suction line accumulator and pressure relief device. Motor compressor shall have both thermal and current sensitive overload devices. The outdoor unit shall provide short cycle protection or safety lock -out compressor protection. Defrost control shall sense need to defrost every 90 minutes based on liquid temperature. c. Provide unit designed for outdoor installation. Unit to be factory assembled and tested, piped and internally wired Division 15 Mechanical New Building for Hi -Tech Electronics d. Condensing unit shall be provided with the following 1) Muffler 2) Filter drier 3) Refrigerant level indicator 4) Line contactor 5) High limit and low pressure switch 6) Internal compressor thermostat 7) Compressor impedance overload circuit 8) Blower relay assembly with sufficient capacity to handle blower motor horse power and to provide low voltage remote control of evaporator air blower and the condensing unit. April, 01 15/3 e. Heat pumps shall be ARI rated and have a minimum HSPF of 6.8 BTU HR/WATT and a minimum COP of 3.0 at 47 degree F 2. Air -to -Air Heat Pump Indoor Section: a. Unit enclosure shall be insulated and constructed of cold rolled steel. Unit shall be equipped with replaceable 1" filter of not less than 30% eff b. Fan shall be dynamically balanced, multi- speed, factory lubricated-with internal overload protection. c. Cooling coil shall be constructed of aluminum plate fins bonded to nonferrous tubing with brazed joints. Unit shall be provided with factory installed condensate pan and connections. d. Heat pump shall be ARI rated and have a minimum HSPF of 6 8 BTU /HR/WATT and a minimum COP of 3 0 at 47 degree F 3. Exhaust Fans: a. Provide direct driven centrifugal exhaust fans. b. Units shall have acoustically lined housings and be provided with a decorative grille to be selected by Architect. c. —Provide fans -with -cord and plug -for easy electrical connections. d. All fans shall be installed with backdraft dampers. e. Approved Manufacturers: Broan, Nutone or Penn 4 Ductwork: a. All ductwork shall be galvanized sheet metal or fiberglass. Installation shall conform to SMACNA standards. b The gauge of the sheet metal shall be in accordance with SMACNA HVAC Duct Construction Standards. c. Provide all splitters, balancing dampers, hangers, etc. as recommended by SMACNA standards. d Flexible ductwork shall not be used over 8 feet. e. All branch ducts shall be installed with a volume control device. f Seal all HVAC ducts at all joints and corners (including prefabricated corners) at junctions between outlet registers and interior surfaces and at all places where the ducts penetrate the building envelope. 5. Insulation. a. Insulate ductwork in unheated spaces. b. Use fiberglass duct wrap with minimum R -8 insulation value. 6 Grilles. Registers and Diffusers: a. Approved Manufactures: Shoemaker b. Submit to Architect for approval. 7 Thermostat: a. Provide a programmable dead band thermostat with automatic temperature resets. Heat pump thermostats will be capable of providing at least two set -back periods per day a. Provide a heating only thermostat. Division 15 Mechanical New Building for Hi -Tech Electronics April, 01 15/4 1 1 EXECUTION 1 Equipment: a. Install all equipment as recommended by the Manufacturers. b Equipment must be easily accessible for maintenance and repair c. Pipe condensate pans to exterior d. Mechanical Contractor shall coordinate electrical characteristics with the Electrical Contractor e. Where possible all equipment shall be of one Manufacturer 2. Ductwork: a. Coordinate location of ductwork, grilles, registers and diffusers with lights, ceiling contours roof structure, etc. b Install ductwork per SMACNA standards. Division 15 Mechanical New Building for Hi -Tech Electronics END OF DIVISION 15 April, 01 15/5 DIVISION 16 ELECTRICAL GENERAL 1 General Conditions and Division 01 apply to this Division. 16 010 BASIC ELECTRICAL REQUIREMENTS 16 050 BASIC MATERIALS METHODS GENERAL 1 Scope: a. NOTE. The Owner will provide materials and perform labor for all wiring and devices from panel box for all interior building service. Sub contractor will provide primary electrical service and panels. b. Includes But Not Limited To- 1) Provide all necessary services wiring, devices, etc. as required for completion of the work. c. Related Work Specified Elsewhere 1) Allowances specified in Section 01 020 2) Submittal schedule specified in Section 01 315 -2. Quality Control: a. Comply with all applicable codes and ordinances of local and state authorities including but not limited to: 1) National Electrical Code 2) National Fire Protection Association Codes 3) Uniform Building Code 4) Uniform Building Standard 5) Northwest Energy Code 6) Local Utilities b. If discrepancies occur between these Specifications and the local codes, utility requirements, etc. the most stringent requirements shall apply Obtain clarification prior to construction. 3. Codes. Permits and Fees: a. The Electrical Contractor shall obtain and pay for all required permits, inspections and certificates. GENERAL 1 Division 16 GENERAL applies to this Section: 2. Scope: a. Includes But Not Limited To- 1) Provide all materials and labor as required for complete electrical systems. 3 Proiect Standards for Eauioment and Materials: a. All materials and equipment shall be provided new of the best quality used for the purpose in commercial practice, meet standards of UL or NAME, bear their label where standards have been established and where label service available, and be installed per UL standards. Division 16 Electrical (long) New Building for Hi -Tech Electronics April, 01 16/1 EXECUTION 1 Design. a. Perform all design calculations in accordance with the technical references and codes listed in these Specifications. b Coordinate the design with all other design team members. Coordination shall include but not be limited to: 1) space requirements 2) mechanical requirements 3) architectural. requirements 4) Utility Companies. 16 060 MOUNTING HEIGHTS EXECUTION 1 16 420 ELECTRICAL SERVICE 2. Installation. a. Workmanship 1) Perform all work in a neat and workmanship like manner The neat appearance of the finished work shall be of equal importance with its electrical efficiency b All work shall operate under all conditions of loading. c. Locate all equipment in fully accessible positions. d. Electrical Contractor shall coordinate all mechanical- equipment and wiring requirements with Mechanical Contractor including but not limited to: voltage and amperage. e Contractor shall be responsible for all Owner furnished equipment and provide rough -in and final connections for the same. 3 Completion: a. Provide all labor materials, and equipment, complete in every detail and fully operational upon completion of this project. Unless otherwise indicated, mount center of outlets or boxes at following heights above finished floor ACT Junction Boxes Condensing Unit Disconnects Top same height as top of unit Distribution Panels 6'0' to top Receptacles 12' (unless noted otherwise) Switches 3'6' Telephone (desk type) 18' (unless noted otherwise) Telephone (wall type) 5'2' Thermostats 4'8' to top 2. Refer special conditions to Architect and locate outlet under his direction. GENERAL 1 Scope. a. Includes But Not Limited To- 1) Furnish and install service where indicated in Contract Documents and as required by local serving agency 2) Cost of complete service shall be included and paid for by Electrical Contractor Division 16 Electrical (long) New Building for Hi -Tech Electronics April, 01 16/2 PRODUCTS 1 Remote meter base and CT box sized per bidder calculations. 16 450 GROUNDING GENERAL 1 Scope. a. Includes But Not Limited To- 1) Provide grounding for entire electrical installation. PRODUCTS 1 Size materials in accordance with applicable codes and where indicated in Contract Documents. 16 470 PANELBOARDS GENERAL 2. Coordination: a. Coordinate with serving agency on all items, especially service entrance fitting, meter sockets, and C/T boxes where required. 2. Approved Manufacturers: 1) Circle AW 2) General Electric 3) ITE 4) Westinghouse 5) Equal as approved by Architect prior to bidding. 2. Ground conductors shall be copper with green insulation or bare. 3 Ground rods shall be 1/2' x 8' copperweld. 4 Make grounding conductor connections to ground rods and water pipes using approved bolted clamps of bronze or brass designed for such use. EXECUTION 1 Grounding connection to main water supply shall be accessible for inspection. PRODUCTS 1 Main Panelboard: a. NEMA I sized per bidder calculations. b 2 pole circuit breakers, common trip, clip -on, sized per Contract drawings c. Quality standard Square D 2. Panelboard Cabinets: a. Mono -flat (no screws) for flush mounting. 3 Approved Manufacturers: 1) General Electric 2) ITE 3) Square D 4) Westinghouse Division 16 Electrical (long) New Building for Hi -Tech Electronics Scope: a Includes But Not Limited To- 1) Furnish and install panelboard where indicated on Drawings. April, 01 16/3 EXECUTION 1 Provide typewritten circuit schedules in panelboard to identify panelboard and each branch breaker 16 500 LIGHTING GENERAL 1 Scope: a. Includes But Not Limited To- 1) Providing complete lighting and lamping per Drawings. b. Related Work Specified Elsewhere 1) Allowance specified in Section 01 020 Division 16 Electrical (long) New Building for Hi -Tech Electronics April, 0.1 16/4 2. All surface mounted light fixtures with lamps, and trim rings for recessed incandescents are supplied by Allowance. Installation to be included in base bid. See Section 01 020 Recessed lighting fixtures with lamps shall be part of base bid. 3 All fixtures shall be UL labeled and electrical components. 4 All recessed fixtures shall be gasketed to prevent light leaks with gasket cemented into proper position. EXECUTION 1 Mount lighting fixtures at elevations indicated on Drawings, or as coordinated with Architect. PRODUCTS 1 2. Do not locate incandescent fixtures in closet or storage areas within 18 inches and fluorescent fixtures within 6 inches of shelves. 3. Securely fasten fixtures to structural members. 4 Where recessed lighting fixtures are to be installed, provide openings, plaster rings, etc. of exact dimensions for such fixtures to be inserted in openings. 5 Where fluorescent units are shown installed end to end, provide suitable connectors or collars to connect adjoining units to appear as a continuous unit. 6 Adjust and clean all components of fixtures and lamps prior to final acceptance by Architect. 16 740 TELEPHONE SYSTEMS GENERAL 1 Scope. a. Includes But Not Limited To- 1) Furnish and install telephone pre -wiring b Related Work Specified Elsewhere 1) Telephone company shall furnish and install main service cable. 2) Telephone company shall terminate building cables at Telephone Company equipment. 3) Owner shall furnish and install telephones. 4) See Section 16 050 for general requirements. Telephone outlet box shall be single device box. 2 Building Telephone System Cable. a. Belden 8742 (22 gauge, solid tinned copper three twisted pairs) or as required by Telephone Company b. Equal as approved by Architect prior to bid. See Section 01 630 3 Modular telephone jack (RJ11C) assembly for desk outlets. 4 Blank plate phone jacks for wall outlet. EXECUTION 1 Terminate cables at each desk outlet with specified modular telephone jack assembly Division 16 Electrical (long) New Building for Hi -Tech Electronics END OF DIVISION 16 April, 01 1615 May 2, 2001 This addendum is issued for the purpose of addition, clarification and/or revision to the Drawings and Specifications, and now becomes a part of the Contract Documents. Bidders shall notify all sub bidders of receipt of this Addendum. DIVISION 00 BIDDING INFORMATION 00 020 INVITATION TO BID Add to list of subcontractor bids: Precision Truss 452 -3305 Please Note: Acceptance of these sub contractor bids is not an obligation to include them in your bid, but only a request to consider them on a competitive basis with other bidders. 00 300 BID FORMS Replace bid form in project manual with bid form in this addendum. New bid form includes Alternate #1 DIVISION 01 GENERAL REQUIREMENTS 01 020 ALLOWANCES Change: a. Finish Hardware 1) Provide an allowance of $1 000.00 for finish hardware. Installation to be included in Base Bid. See Section 08 Read: a. Finish Hardware 1) Provide an allowance of $1 500 00 for finish hardware. Installation to be included in Base Bid. See Section 08 700. 01 100 SPECIAL PROJECT PROCEDURES 1 Time of Completion: Change: 1 Time of Completion. ADDENDUM NUMBER ONE SPECIFICATIONS A New Commercial Building.For Hi -Tech Electronics, Port Angeles Original Bid Date: May 15, 2001 a. The work of this contract shall be commenced on a date to be specified in the Notice to Proceed and shall be completed within (210) calendar days. Addendum Number One 1 May 2, 2001 To Read: 1 Time of Completion: a. The work of this contract shall be commenced on a date to be specified in the Notice to Proceed and shall be completed. within (180) calendar days. DIVISION 08 DOORS WINDOWS 08 200 WOOD DOORS Change: PRODUCTS 1 Solid Core Veneer Doors: a. Veneer 1) Plain cut Birch. To Read: PRODUCTS 1 Solid Core Veneer Doors: a. Provide 13/8" Solid Core, pre -hung flush birch doors with double rabbeted wood frames. 08 400 ENTRANCES STOREFRONTS PRODUCTS Add: 2. Sound Room Doors: a. Provide doors with concealed closures with hold -open feature. 1) Sound Room Doors glazing. Provide one side, 030 laminated glass, one side, 3/16" tempered glass. 09 678 RESILIENT BASE ACCESSORIES Change: GENERAL 1 Scope: a. Includes But Not Limited To 1) Furnish and install molded rubber products as described in Contract Documents. To Read: GENERAL 1 Scope: a. Includes But Not Limited. To 1) Furnish and install molded rubber products in all building areas excluding the "Repair /Storage Room. Change: PRODUCTS 1 Base: e. Style 1) Use covered base over resilient flooring. To Read: PRODUCTS 1 Base: e. Style 1) Use cove base throughout. Addendum Number One 2 May 2, 2001 DIVISION 16 ELECTRICAL Delete all electrical and wiring work from the contract. The owner will be responsible for all electrical material and labor Sheet A -1 Sheet A -03 Sheet A -04 Drawings 1 Add Note: Stockpile all surplus soils on vacant portion of property (northeastern portion) 2. Change future parking Phase 2 and future, Phase 2 curb cut and driveway to Add Alternate #1 Contractor will provide all grading and base materials concrete driveway curb cut. Owner will provide asphalt paving, wheel stops, and striping. 1 Add: Above vestibule doors to building interior add 6030 Transom Unit in storefront system. 2. Clarification: Sound room doors are store front doors. 3. Change. All windows on North wall to be 3030 vinyl windows as shown on sheet A -06. Windows in Conference Room to be two 3044 with upper 3030, aluminum windows. 1 Add Note to Section A -A. Composition shingle roofing over 15# building' paper on plywood sheathing over trusses. Note. Metal roofing occurs only at exterior roof canopies at front and back building entrances. 2. Add Note to typical wall section at parapet wall: 5/8" Type `X" gyp sheathing both sides on west wall. 3. Building Section A -A. Delete Louvers in Mechanical Room doors. Addendum Number One 3 May 2, 2001 Sheet A -08 Sheet L -01 Addendum Number One May 2, 2001 1 In Conference Room, Hallway and Offices, delete suspended ceiling grid. Provide gyp ceiling on ceiling joist with surface mounted light fixtures. 2. Showroom Grid shown is suspended ceiling grid only no acoustic panels. Light fixtures will be mounted in grid: Gyp ceiling above at trusses. 3. Sound Room Add suspended ceiling grid with drop -in acoustic panels Note: All Landscaping by Owner 4 00 300 BID FORMS To: Lindberg Smith Architects 319 South Peabody Suite B Port Angeles, WA 98362 (360) 452 -6116 A NEW BUILDING FOR Hi -Tech Electronics Port Angeles, WA Having carefully examined the Project Manual and the Drawings, as well as the premises and conditions affecting the work, the Undersigned states that he has the means to complete the work and proposes to furnish all labor and materials and to perform all work required by and in strict accordance with the above -named documents for the following sums: Base Bid: a. For the Base Bid as defined in the Project Manual; the following sum of: Dollars 2. Alternate: a. Add Alternate No. 1 The undersigned propose to add grading sub -base, and concrete curb cut and driveway entrance for Phase 2 parking for the following addition to the base bid: ADD Dollars 3. Sales Tax: a. None of the above bid prices shall include State Sales Tax. 4 Execution of Contract: a. If the Undersigned is notified of the acceptance of this bid within 30 days after the time set for opening bids, he agrees to execute a contract for the above sums. 5. Addenda: a. Receipt of Addenda numbered is hereby acknowledged, and all costs of the work therefore have been included in the Form of Proposal. Addendum Number One 5 May 2, 2001 Bidder Street Address: City State, Zip: Telephone: By 1 State of Washington Contractor's License No. ALL BIDDERS: COPY OF WASHINGTON CONTRACTOR'S LICENSE MUST BE SUBMITTED WITH THIS BID. END OF ADDENDUM NUMBER ONE Addendum Number One May 2, 2001 May 8, 2001 DIVISION 9 FINISHES 09 665 RESILIENT SHEET FLOORING PRODUCTS 1 Flooring Change: To Read: 09 680 CARPET PRODUCTS 1 Carpet: To Read: ADDENDUM NUMBER TWO This addendum is issued for the purpose of addition, clarification and /or revision to the Drawings and Specifications, and now becomes a part of the Contract Documents. Bidders shall notify all sub bidders of receipt of this Addendum. SPECIFICATIONS a. Allowance See Section 01 020 a. Provide commercial grade vinyl b. Approved Manufacturers 1) Mannington 2) Armstrong 3) Equal as approved by Architect Change: a. Allowance See Section 01 020 DRAWINGS A New Commercial Building For Hi -Tech Electronics, Port Angeles Original Bid Date: May 15 2001 a. Provide 28 oz. glue -down, solution died nylon, cut pile carpet with unitary back SHEET A -02. FOUNDATION PLAN 1 At entry canopy change column /plinth footing size. (see detail #3) 2. At rear entry canopy change plinth and footing size per detail in this addendum. 3 At front masonry pilasters add note. FILL PILASTERS WITH SLURRY 4 Replace detail #3 with detail in this addendum. SHEET A —05 ROOF FRAMING PLAN 1 Change front entry roof canopy framing with revised framing in this addendum. 2. Change rear roof canopy framing with revised framing in this addendum 3. Replace detail #1 with detail in this addendum. 4 Add rear canopy detail. END OF ADDENDUM NUMBER TWO Addendum Number One 1 May 2, 2001 TS 4x4x3/16 BRACE 2 SIDES CAULK ALL AROUND BASE IE3 /4 "x12 "x1' -O" w/ (4) 3 4" dla A.B. e S" o.c. EMBED 12" NON SHRINK GROUT J i i (MIN 1" THICK) T 7 TS 4 "x4 "xV4 COLUMN V 1/4" AP II 11 11 11 I1 -1- il 11 IT 1 rr 11 11 4 el i CONC. WALK PAVING C•4 i i c`1 INDISTURBED I EARTH i s a 4' -O" CONC. PLINTH CAP TAPERED TO DRAIN 16 "xl6 "x32" NIGH CONC PLINTH w/ BLOCK MASONRY WRAP (3) *4 TIES a 3" o c. (TOP TIE 2" FROM TOP) *4 TIES e8 o:C. (8) .4 VERT w/ 8" HOOK FOOTING: (4) •4 BARS EACH WAY COL /PLINTH DETAIL. SCALE. 1" 1' -0" FDDET1O1.1DUJC 'PER I D.S. dKET REAJz. geasFie /:;&•40t4h4:, Ist -O" v METAL GUTTER TS 4x4x3/16 FURLN TS 4x4x3/16 FURLN I TS 4x4x3/1b FURL 11 I Ii TS BRACE rtY— BELOW SC TS 4x4x3/16 PURLIN 4 I mo_ I II TS 4x4x3/16 PURLIN I I NDR i 4=1 PRO vIDE bxb POST IN WALL FR J 11NG I jTS COL w/ (2) /S dal LTS 4 TOP OF COL E OIL 4 2 TI-115 NT) I .3 -O ZNi 0 1 TS 4x4x3/16 o v IN o r TS 4x4x3/l6_ go o A; I I C --H- N I I 1 1 o N H -o i N 4' -0" 4' -3" 1 I +4 -1— I- L. 4--1- TS lx4x3/16 1 t TS 4x4x3/16_ 1 TS 4x4x3/16_ X 4 i TS 4x4x3/16 r 1 TS 4x4x3/16_ TS 4x4x3/16 TS 4x4x3/I6 TS 4x4x3/16_ TS 4x4x3/16_ METAL GUTTER 13' -6" 22' -0" 30' -0" STEEL CHAT NEL KNEE BRAaES (TYPICAL) 4' -3" 4' -0" ii CRICI SCUP t 15' -6" 0 r na I 1 CONC�STOOP 1 10 AL. TS 4x4x1/4 COL ON BASE IE 3/4" x 12" x 9" w/ (4) 3 4" dia AB. (EMBED 12 OVER 1" NON SHRINK GROUT (SM. TO DETAIL *3) 30 "x12 "x36" HIGH CONC. PILASTER ON 42 "x18 "x12" THICK CONC FOOTING w/ (4) *4 BARS HOOKED INTO BLDG FIG MN 24" HNTio-r METAL GUTTER OUTLET ON EAST END CLOSE END OF TS w/ 3A6" PLATE TYPICAL V3/16 5 I 12 TS 4x4x3/16 PURLIN 24" 0/C I/3/16 3/16 METAL ROOFING TS 4x4x1/4 TS 4x4x3/16 BRACE I i SEE DETAIL ON SHEET A -02 FOR PLINTH I BASE PLATE INFO 0 'REAR C4NOF'r DETAIL SCALE. STPETOB8DWG 1/ 3A6 Es (2) 5/8" dla THRU -EOL RECESS NUT IN POST 6x6 POST IN UJALL FRAMING St 0 1 5 g t. etc) CLOSE ENO OF IS 3/166 r1.ATE nT"1 A1- V 5 12 1,1N tS 4x��� s 24" 0/C MEt� Rp0Fs 3 f E SEE p5tA11. PLC T A ItE0 �nb 6117eT -51 Duo Envelope Summary Climate Zone 1 ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Project Info j Project Description Compliance Option Space Heat Type Opaque Doors Vertical Glazing Overhead Glazing Project Address Roofs Over Attic All Other Roofs Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Vertical /Overhead Glazing Semi- heated space' Roofs Over Semi Heated Spaces* Applicant Name: Applicant Address: Applicant Phone: Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area If they are insulated to the level required for opaque walls. Concrete/Masonry Option Envelope Requirements (enter values as applicable) Fully heated /cooled space HI -TECH ELECTRONICS EAST FRONT STREET PORT ANGELES, WA 98362 LINDBERG SMITH ARCHITECTS 316 SO PEABODY ST ,SUITE B (360) 452 -6116 I New Building Addition Alteration Prescriptive Component Performance (See Decision Flowchart (over) for qualifications) I Electric Resistance a All other Total Glazing Area (rough opening) (vertical overhd) 242 0 Check here if using this option and U project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Minimum Insulation R- values R -38 R -19 N/A R -10 Maximum U- factors U= 90 N/A Maximum SHGC (or SC) 1 0 Minimum Insulation R- values `Refer to Section 1310 for qualifications and requirements Notes. divided by Gross Exterior Wall Area 3072 0 Date ISEC WS EC yr4: WSEC APPR E To the best of my knowledge and ability, these plans show complian a with the requirements of the 1994 WSE as initialed below- Envelope SPE Signature 5/15/01 For Building Department Use Change of Use (see over for definitions) Mechanical Systems Analysis times 100 equals Glazing X 100 7 9% Lighting July, 1994 170594023 --'s-, y Reg.# L�at e Building Geometry --1 -Component Proposed Building -Area Takeoffs 3 Manual 0 Automated Climate Zone E} Zone 1 OZone 2 Wall Construction 0 Metal Studs /Girts C Wood Framing C) Masonry -Int_ Ins 0 Masonry -Ext. Ins. Area Attic Roof 3996 Skylight Other Roof Window Door Wall B.G. Wall Floor 0 Slab Z Glass 242 40 2830 256 7.81 Heating Fuel- Overall Proposed 0 Electric UA P e Other SHGC SC or Heat U/F Capacity Area U/F 032 3996 036 1 45 0 .05 -9 242 .90 40 .60 2830 14 14 .056 73 256 .54 17.8 1 Heat Capacity 29 11 Target Building Overall Target 855.51 UA t 1 920.11 01 SHGC 1 1.001 01 Building Complies! Envelope UA Calculations Climate Zone 1 ENV -UA 1994 Washington State Nonresidential Energy code Compliance Forms Project Address EAST FRONT STREET, PORT ANGELES, WA 98362 I Date 05 -15 -2001 Space Heat Type Glazing Area Concrete /Masonry Option Building Component List components by assembly ID page V G NREC Default Double glazing 0.9 E L R A T Z I I C N A G L 0 V E R H E A D G L A Z N G o H O R S o W 2x6 Mtl Stud,R -19 Batt, 16 in o.c.(Table 20- 5a,1994 NREC) 0.11 P A A L Q L U S E B e L E pp R O D W E WALLS E F X L P 0 g D Q L R A A B E O N Uninsulated Slab 0.73 0 Electric Resistance 7.8 Yes No Plan ID/ Location All Other I For Building Department Use Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U- factors, SHGC and Glazing will be different than shown below Refer to Table 13-2 for correct values. Proposed UA Target UA U- factor x Area UA U- factor x Area UA 0.900 242 218 0.900 242 218 Glazing Electric Resist. Other Heating 0-15% 0.40 0.90 >15 -20% 0.40 0.75 >20%-30% not allowed 0.60 >30% -40% not allowed 0.50 (see Table 13-1 for Conc/Masonry values) 1.450 Glazing Electric Resist. Other Heating 0-15% 0.80 145 >15 -20% 0.80 140 >20%-30% not allowed 1.30 >30 %-40% not allowed 1.25 (see Table 13-1 for Conc/Masonry values) OO D ASHRAE Steel 1 -3/4 in Polyurethane core w/o TB (18 g Commercial steel) 1.29 0.290 40 12 0.600 40 24 CI R Electric Resist. Other Heating E S 0.60 0.60 R 0 R30 Vented Attic, Adv Frame Flat Ceiling 0.032 0.032 3,996 128 0.036 3,996 144 8 E S R 0.050 Electric Resist. Other Heating 0.034 0.050 0.110 2,830 311 0.140 2,830 396 Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 Concrete (interior) 0.19 0.19 Concrete (other) 0.25 0.25 0.140 0.056 Electric Resist. Other Heating 0.031 0.036 Electric Resist. Other Heating 0.062 0.14 0.11 0.14 Electric Resist. Other Heating 0.029 0.056 0.730 256 187 0.540 256 138 Electric Resist. Other Heating F= 0.54 F= 0.54 (see Table 13-1 for radiant floor values 7,364 856 7,364 920 April, 1994 Building Permit Plans Checklist ENV -CHK 1994 Washington State Energy. Code Compliance Forms Project Address HI —TECH ELECTRONICS The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code (show with X) Section Component GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 [Scope 1TJncond Drie spaces identified on plans if allowed 1302 [Space heat type I YES ttectric resisTance �tlter 'Indicate on plans that electric resistance heat is not allowed YES 1310.2 (Semi- heated spaces ISemi- heated spaces identified on plans if allowed 1311 linsulation YES I11 1 I In sul, installation Indicate densities and clearances YES 1311.2 }boo l ing insu Indicate -va ue on root' sections Callum and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts YES 1311.3 Wall insulation Indicate R -value on waf( sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD• N/A 1311 4 rioor insulation Indicate R -value on noor sections; Indicate substantial contact with surface; Indicate supports not more than 24 o.c. Indicate that insulation does not block airflow through foundation vents Indicate R -value on walTsection or foundation detail; Indicate slab insulation extends down vertically 24' from top; Indicate above grade exterior insulation is protected Indicate R -value on waft section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official Provide ca cu ation of glazing area (including both vertical IA -8 vertical and overhead) as percent of gross wall area Indicate glazing and door U- factors on glazing anddoor A -a schedule (provide area weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings Indicate glazing solar heat gain coerticient or shading coefficient on glazing schedule (provide area- weighted calculations as necessary) YES N/A YES YES YES YES YES YES YES YES YES YES YES 1311.5 $Tab on gradefloor 1311.6 Radiant floor lazing and doors actors 1312.2 SHGC tk SC 1313 !Moisture control I 1313.1 I Vapor retarders I 1313.2 IRoorrceding vap.ret. I 1313.3 Wall vapor retarder I 1313.4 I rioor vapor retarder I crawl space vap. ret. 1314 (Air leakage dg. envel. sealing 1314.2 IGlazing/door sealing 1314.3 IAssemb. as ducts 1 I I Information Required !Indicate vapor retarders on warm side IA Indicate vapor retarder on root section; Indicate vap. retard. with sealed seams for non -wood struc. I A -8 I Indicate vapor retarder on wall section IA -8 'Indicate vapor retarder on floor section HA -e Indicate six mil black polyethylene ovenapped 1'l' on ground A -a Indicate sealing, caulking, gasketing, and weatherstripping Indicate weatherstripping !indicate sealing, caulking and gasketing YES Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary If "no" is circled for any question, provide explanation: I Date 5/15/01 Location Building Department on Plans Notes !A 8 SPECIFICATIONS IA -8 SPECIFICATIONS IA -8 SPECIFICATIONS A -8 S SPECIFICATIONS A -8 SPECIFICATIONS A -8 SPECIFICATIONS A -8 IA -8 IA -8 A-8 SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS July, 1994 Mechanical Summary MECH -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Description I Specifications require bidder submit plans for Bldg Dept. approval prior Briefly describe mechanical system to installation. System to be heat pump meeting WSEC Requirments. type and features. Compliance Option Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below Cooling Equipment Schedule Equip. ID Brand Name' 1 If available. HEAT PUMP NOT SPECIFIED Project Address Applicant Name: Applicant Address: Applicant Phone: Heating Equipment Schedule Equip. ID Brand Name' HEAT PUMP NOT SPECIFIED Fan Equipment Schedule Equip. ID Brand Name' Simple System Complex System Systems Analysis (See Decision Flowchart (over) for qualifications) Model No. Model No. Model No. HI —TECH ELECTRONICS EAST FRONT STREET PORT ANGELES, WA 98362 LINDBERG SMITH ARCHITECTS 316 SO PEABODY ST ,SUITE B (360) 452 -6116 OSA CFM Capacity Total CFM Econo SEER or EER IPLV Location 10 0 OSA cfm Capacity Total CFM Econo Input Btuh Output Btuh Efficiency HSPR 6 8 CFM SP' HP/BHP Flow Control Date 5/15/01 For Building Dept. Use Location of Service July 1994 2 As tested according to Table 14-1 14-2 or 14-3. 3 If required. 4 COP HSPF Combustion Efficiency or AFUE, as applicable. 5 Flow control types: VAV constant volume, or variable speed. Mechanical Permit Plans Checklist MECH -CHK 1994 Washington State Energy Code Compliance Forms Project Address The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code (show with X) Section Component Information Required HVAC REQUIREMENTS (Sections 1131 -1424) 1411 Egpmt performance YES Pkg. elec. htg.8, clg. YES Minimum efficiency HVAC controls YES YES N/A YES SUBMIT YES N/A SUBMIT N/A N/A 1411 4 1411 1 1412 11412.1 12.2 112.2 1 1412.3 1412.4 I 1412.4.1 1412.5 1 1412.6 1 1412.7 422 1 1423 1413 N/A N/A 1 3.2 N/A 13.3 I 1414 YES 1414.1 YES 1414.2 N/A I 1415.1 N/A I 1424 YES SERVICE WATER H 1440 YES 1441 YES 1442 1450 N/A N/A N)A 1454 N/A 14b4 HI –TECH ELECTRONICS Indicate locations on plans Indicate 5 degree deadband minimum Indicate humidistat Indicate thermostat with night setback and 7 diff day types Indicate damper location and automatic controls control Indicate microprocessor on thermostat schedule 1 Indicate modulating or staged control Indicate balancing features on plans Indicate thermosta irk o n plans [Equipment schedule femperature zones Deadband control Humidity control Automatic setback Dampers Heat pump con Combustion mg. ,glancing ermostat interlock Economizers t it economizers Operation of n egra ea operation Ducting systems uuct sealing Duct insulation Piping insulation Separate air sys. Lech. Sum. Form Service water htg. !Elec. wateraeater lShut -off controls Heated pools er eaters 0o ea er controls Pool covers Pools 90+ degrees It List heat pumps on sch quipment schedule with type, capacity�e fiiciency capability on sc tt ed'ule icate controls able to evaluate outside air icate capabi i for partial ling Indicate sealing necessary, Indicate R -value of insulation on duct Indicate r -value of insulation on piping Indicate separate systems on plans Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer TING AND HEA1D POOLS (Sections 1440 -1454) n Ica e 0 insulation under grik Ilndicate automatic shut -off not electric resistance switch and 65 degree control vapor retardant cover R -12 pool cover If "no" is circled for any question, provide explanation: Indicate Indicate Indicate Indicate Specifications require bidder submit plans for Bldg Dept. approval prior to installation. System to be heat pump meeting WSEC Requirments 1 Date 5/15/01 Location Building Department on Plans Notes SEE SPECIFICATIONS A -8 A -8 A -8 SEE SPECIFICATIONS A -8 SEE SPECIFICATIONS A -8 A -8 A -8 A -8 A -8 July, 1994 Lighting Summary LTG -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Address Applicant Name: Applicant Address: Applicant Phone: I Project Description Compliance Option Alteration Exceptions (check appropriate box) Proposed Lighting Wattage (Interior) Location (floor /room no.) (2) F032T8 EH (2) 13 watt CFL (2) 8032T8 EB VANETY DISPLAY LIGHTING EST HI —TECH ELECTRONICS Fixture Description Proposed Lighting Wattage (Exterior) EAST FRONT STREET PORT ANGELES, WA 98362 LINDBERG SMITH ARCHITECTS 316 SO PEABODY ST ,SUITE B (360) 452 -6116 I New Building Addition Prescriptive Lighting Power Allowance Alteration Date 5 /15/01 For Building Department Use Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive LPA spaces clearly on plans.) No changes are being made to the lighting Less than 60% of the fixtures are new and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per ft Area in ft OFFICES I 1 35 I 360 SALES I I 1 0 2310 SHOP I I 1 5 908 HALL BATH I I 08 1 418 I I I From Table 15-1 (over) document all exceptions taken from footnotes Total Allowed Watts (May not exceed Total Allowed Watts for Interior) Number of Watts/ Watts Fixtures Fixture Proposed 56 60 3 360 18 30 540 2 I 60 I 120 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts, Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft Location Description per ft or per If (or If for perimeter) Covered Parking I I 0.2 W/ft2 I Open Parking I I 0.2 wife I Outdoor Areas I I 0.2 W/ft Bldg. (by facade) I I 0.25 W/ft I Bldg. (by perim) I I 7.5 Wflf 256 Note: for building exterior choose either the facade area or the perimeter method, but not both) Total Allowed Watts Allowed x Area 486 2 310 1 362 334 4 492 4 020 Allowed Watts x ft (or x If) 1 920 1,920 (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed CANOPY 1200 watt Metal Halide Recessed I 3 I 230 I 690 SECURITY 1150 watt HPS WALL MOUNT I 4 I 173 I 692 I I I I Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts( 1 382 July, 1994 Lighting Permit Plans Checklist LTG -CHK 1994 Washington State Energy Code Compliance Forms I Date The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code show with XX Section Component Information Required LIGHTING CONTROC(Section f 1 I 1513.1 I Local controUaccess 'Schedule with type, indicate ocations A -8 Project Address YES YES YES YES YES HI -TECH ELECTRONICS 101 Area controls 1513.3 Daylight zone control I vertical glazing overhead glazing 1513.4 Display /exhib /specia 1513.5 Exterior shTff (a) timer wroacKup I (b) photocell. 1513.6 Inter auto shut -off l 1o13.b.1 l(a) occup. sensors 1751:1.b.2 b) auto. switches 'Maximum limit per switch Schedule with type ancagtures, indicate ocations I Indicate vertical glazing on plans Indicate overhead glazing on plans cate separate confls u e 1 type andTtures, indica' to location Indicate location Indicate location Indicate location Schedule with type and locations Schedule with type andTatures (back -up, override capa611 y); I Indicate size of zone on plans 1 LIGHTING WATTAGE (Sections 1520 -22 or 1530 -32) YES I I Lighting sum. Form (Completed and attached. I I I Schedule with fixture types, lamps, ballasts, watts per fixture I I ELECTRIC MOTORS (Section 1511) I fElec motoThciency IMECH MOT or Equipment Schedule with hp, rpm, efficiency if "no" is circled for any question, provide explanation A -8 A -8 A -8 A -8 5/15/01 July, 1994 Location Building Department on Plans Notes Plans Examiner All out this glazing section or attach a.window schedule to this checklist. Inspector verify window st- tonnation during field inspections. Include skylights. glass doors and all other glazing on this torte. Use rough opening area for calCutationS. Size 3 g I- I Quantity Signature of Building Official: Date of Rnal inspection: I Area 7 2, i 26.2D Z I zef4- z I4 Total glazing area: 101 I Total conditioned area: Percentage glazing: e DOORS Appendix E. Sample Checklists Workaheots U- Value/Manufacturer Pty -t242141 92-j Fizot q2-- Z 14 •Q' I Verified (Verified Plans Examiner list opaque doors by type (solid core, insulated etc.). quantity U- value. and manufacturer inspector verify door information during field inspection. Type /Quantity IU- VaIue/Manufacturer Verified j Li-uL 121 4.7 u 1..� 1 I I I I E-53 Appendix E Sample Checklists Worksheets PROGRAM Plans Examiner and Inspector Checklist Address Parrott No. Plana Examiner Check. write in WA, or fill in value on shaded boxes. Inspector Check off boxes at left as items are found to comply Compliance approach. (check one) Systems. analysis 0 Component performance Prescriptive path Hots Some specifics on this form may not apply if A) compliance approach is systems analysis or component performance. 8) compliance to minimum ventilation criteria is demonstrated through engineering calculations or performance testing. Slab: R- Exterior down to frostline/stab bottom: or Interior 24' horizontal or vertical; or If radiant, under entire slab Below grade exterior wall insulation. R- i (If interior see Insulation Phase) Radon mitigation: It locally required; or crawtspace venting <1fV300ft2 of crawl. or vents include an operable damper FRAMING PHASE Framing: Standard 4Interrrediats L Advanced Std air seal: aoleptfaubAr rim Jet/mud ant; window door fans; penetration -wire, plumb, duct, partition studs, flue, light fixates Source specific exhaust fans: Size requirement —bath, laundry (50cfm); kitchen (100dm) Whole house exhaust fan I chit♦ intemiltt.nt system has manual auto controls; Outdoor air supply req. tot habitable rms. Indegrated forced-air system 1 outside air du t (with damper) allowing between .35 and .5 ACH INSiUT oN PHASE rt. 1 Wall Insulation (above grad.) 14- I Wall Insulation (below grad.): Interior wall insulation Floor Insulation Celllng Insulation: including attic hatch c{. i Vaulted ceiling Insulation Vapor retarders: walls, floors. calling Heating system type: 1 1 For h.atpnrps, fist size. HSPF and COP FMAL PHASE Radon monitor on site: with Instructions and general in formation Thermostat heat range. 55-75. AC range. 70-65. both, 55-85. Badarp heat controls prevent simultaneous operation of printery sys. Solid fuel appliances: glass or metal doors; direct comb. air source, or 4' dia., dannper.d, hdr.ct source for uncond. areas Fireplaces: r combustion air supply duct w/damper direct to firebox; tight fitting glass or meal doors. OHW heaters: NAECA label; separate power or gas ahul-oA; on R-10 pad If el.ntrlc and In uncord. area aril on concrete 1A•chanleal ventilation ducts Insulated to R-4. exhaust ducts In unconditioned er.m/supply ducts in conditioned areas a. I HVAC ducts/plenum insulation: ducts In unconditioned areas are Insulated and joints we sealed Pip. Insulation: R-3 for hot and cold water piping in unconditioned areas (if service or redrarlating. see Table 5 (atround cover 6 mil black pdyeth i.ne/approv.d equal lapped 17 at Joints and extending to foundation wan E•52 FOUNDATION PHASE Attachment C LINDBE A R C I T S 319 s. peabody, suite b, port angeles, via. 98362 360452.6116/ fax 360.452.7064 Proiect 1 Subject 141 31-44 L Date: PP- IL. A Al t/).1 LAJ I Al LLAI2 aVn•S t')/ MO pEr t3 m i:744 Pgoj-a 45z, 4 0 :72. tAp FAIi= A L- (311/G-L-09 .77...j4C1t4 /Zr• 4 a& A/ 7 654.4 6 3 7 0 )(50 567) Project No. Bv: Sheet 1 of 1 OsO 5)0 404,0 175#- '56 5 '8204 IV RECT.Z:x. ‘CET14.1:4.:.E23 D LI BE A R C S I C T S 319 s. peabody, suite b, port angeles; wa 98362 360.452.6116 fax 360.452.7064 Project l Subject LA 7 L Date: P i 2 VV A 1.1, L. 1 8 1 10 10 E 54- Is' ;21.5 1 1 2b 4- f 6 "A.- 3.e;i'4to 74 7 5141, )5 3) 33 15' Z151,, G► S" ND2A 2■ SS 4-5 25 35 1 5 26040 24 1-10 5A 2 -7.74- ,1 12 I S v14 6S j S" 1-1 2y b 2 ,25 s17) el71-z 05 2g 71.47 1 4L35q 2.1 2813 os Project No. By: GO Sheet of 3 P Maw pos ow' P El 'No 1444 LA- At) Pr,,Z ti A. 1. PLYWOOD SHEAR WALLS MAXIMUM SHEAR 250 P.Z.F. USE 1/2" CDX PLYWOOD SHEATHING ONE SIDE OF WALL NAIL ALL EDGES WITH 8D NAILS AT 6" 0 C FOR. FRAMING, USE DF #2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" 0 C. MAX SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS 2. MAXIMUM. SHEAR 315 P.L.F. USE 1/2" CD% PLYWOOD SHEATHING ONE SIDE OF WALL NAIL ALL EDGES WITH 8D NAILS AT 5" 0 C FOR FRAMING, USE DF #2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" 0 C MAX SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS 3. MAXIMUM SHEAR 375 P.L.F. USE 1/2" CD% PLYWOOD SHEATHING ONE SIDE OF WALL. NAIL ALL EDGES WITH 8D NAILS AT 4" 0 C FOR FRAMING, USE DF #2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 24" 0 C MAX. SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE 4. MAXIMUM SHEAR 490 P.L.F. USE 1/2" CDX PLYWOOD SHEATHING ONE SIDE OF WALL. NAIL ALL: .EDGES WITH 8D NAILS AT 3" 0 C STAGGERED FOR FRAMING USE DF#2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH .BOTH. PLATES PROVI- DE -518 11 DIAMErTER ANCHOR BOLTS- AT 3-2-" -O. -C SPACING .AT THE FOUNDATION FOR TIE DOWNS AT EACH END OF THE WALL,. SEE FRAMING /SHEAR WALL PLANS 5 MAXIMUM SHEAR 560 P.L.F. USE 1/2" CD% PLYWOOD SHEATHING ONE SIDE OF WALL NAIL ALL EDGES WITH 10D NAILS AT 3" 0 C STAGGERED FOR FRAMING AT VERTICAL EDGES, USE 3" NOMINAL OR WIDER DF #2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24" 0 C MAX SPACING AT THE FOUNDATION FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS 6 MAXIMUM. SHEAR 685 P.L.F. USE 1/2" CD% PLYWOOD SHEATHING' ONE SIDE OF WALL NAIL ALL EDGES WITH 10D NAILS AT 2 -1/2" 0 C STAGGERED FOR FRAMING AT VERTICAL EDGES, USE 3" NOMINAL OR WIDER DF #2 DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES PROVIDE 5/8" DIAMETER ANCHOR BOLTS: AT 20" 0 C MAX SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS B. GYPSUM WALL BOARD (GM) SHEAR WALLS 13 MAXIMUM SHEAR 150 P.L.F. USE 1/2" GYPSUM WALLBOARD ONE SIDE OF WALL NAIL EDGES WITH 5D COOLER NAILS AT 4" 0 C PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 48" 0 C MAX. SPACING FOR TIE DOWNS AT EACH END OF WALL., SEE FRAMING /SHEAR WALL PLANS 14 MAXIMUM SHEAR 175 P.L.F. USE 5/8" GYPSUM WALLBOARD ONE SIDE OF WALL NAIL EDGES WITH 6D COOLER NAILS AT 4" 0 C PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 48" 0 C MAX SPACING FOR TIE DOWNS AT EACH END OF WALL, SEE FRAMING /SHEAR WALL PLANS 15 MAXIMUM SHEAR 300 P.L.F. USE 1/2" GYPSUM WALLBOARD BOTH SIDES OF WALL NAIL EDGES WITH 5D COOLER NAILS AT 4" 0 C PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" 0 C MAX SPACING FOR TIE DOWNS AT EACH END OF WALL, SEE FRAMING /SHEAR WALL PLANS 16 MAXIMUM SHEAR 500 P.L.F. USE 2 LAYERS OF 5/8" GYPSUM WALLBOARD BOTH SIDES OF WALL ON BASE PLY, NAIL EDGES WITH 6D COOLER NAILS AT 9" 0 C ON FACE PLY, NAIL EDGES WITH 8D COOLER NAILS AT 7" 0 C PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24" 0 C MAX SPACING FOR TIE DOWNS AT EACH END OF WALL, SEE FRAMING /SHEAR WALL PLANS GENERAL REOUIREMENTS ALL SHEATHING EDGES SHALL BE BACKED WITH FRAMING SIZED ACCORDING TO SHEAR WALL SCHEDULE OR 2" NOMINAL BLOCKING CONNECTIONS BETWEEN ROOF SHEATHING AND WALL SHEATHING OR BETWEEN UPPER WALL SHEATHING AND LOWER WALL SHEATHING SHALL BE SUCH THAT REQUIRED EDGE NAILING PER SCHEDULE IS CONTINUOUS THROUGH BLOCKING AND WALL PLATES. SPACE 10D NAILS AT 12" 0 C ALONG INTERMEDIATE FRAMING MEMBERS WHERE TIE DOWNS ARE REQUIRED ON UPPER FLOOR WALLS, THE TIE DOWNS SHALL BE BOLTED TO THE UPPER AND LOWER WALL STUDS AND CONNECTED BY THREADED ROD AS PER MANUFACTURER'S RECOMMENDATIONS ARCHI gMCTS LINDBE 319 s. peabody, suite b, port angeles, wa 98362 361)452.6116/ fax 360.452.70M Proiect: \ji Subieot Date: 1)7-i tA rr.1,5 IA) t tv pJ C Y70)(50 Vi) Protect No. Sheet of i 1,6o)c .7) 3 $)S I 4-3 )A /3 ‘6 L- IA? t,i;---%-r T BE A R C T I port- angdles, wa 98362 319 s. odY, sine b, P° stria, 360 A52.6116 fax 30.452.7 proiect gyp tv A e P,p.t0 Date: W X o G proOed Sy Sheet 0. of A. PLYWOOD SHEAR WALLS 1 MAXIMUM SHEAR 250 P.L.F. USE 1/2" CDX PLYWOOD SHEATHING ONE SIDE OF WALL. NAIL ALL EDGES WITH 8D NAILS AT 6" 0 C FOR. FRAMING, USE DF #2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" 0 C. MAX SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS 2. .MAXIMUM. SHEAR 315 P.L.F. USE 1/2" CDX PLYWOOD SHEATHING ONE SIDE OF WALL NAIL ALL EDGES WITH 8D NAILS AT 5" 0 C FOR FRAMING, USE DF #2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" 0 C. MAX SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, S FRAMING /SHEAR WALL PLANS 3 MAXIMUM SHEAR 375 P.L.F. USE 1/2" CDX PLYWOOD SHEATHING ONE SIDE OF WALL NAIL ALL EDGES WITH 8D NAILS AT 4" 0 C FOR FRAMING, USE DF #2 PROVIDE 1/2". DIAMETER ANCHOR BOLTS AT 24" 0 C MAX SPACING AT Tag FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAVMING S 4. MAXIMUM SHEAR 490 P.L.F. USE 1/2" CDX PLYWOOD SHEATHING ONE SIDE OF WALL NAIL ALL: EDGES WITH 8D NAILS AT 3" 0 C STAGGERED FOR FRAMING USE DF12.. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH .BOTH; -PLATES. PROV3DE -.5- 8-"-D- IAMETER ANCHOR BOLTS-AT 32" O C MAX SPACING. AT THE FOUNDATION FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS 5 MAXIMUM SHEAR 560 P.L.F. USE 1/2" CDX PLYWOOD SHEATHING ONE SIDE OF WALL NAIL ALL EDGES WITH 10D NAILS AT 3" 0 C STAGGERED FOR FRAMING AT VERTICAL EDGES, USE 3" NOMINAL OR WIDER DF #2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24" 0 C MAX SPACING AT THE FOUNDATION FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS 6 MAXIMUM SHEAR 685 P.L.F. USE 1/2" CDX PLYWOOD SHEATHING' ONE SIDE OF WALL NAIL ALL EDGES WITH 10D NAILS AT 2 -1/2" 0 C STAGGERED FOR FRAMING AT VERTICAL EDGES, USE 3" NOMINAL OR WIDER DF #2 DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 20" 0 C MAX SPACING AT THE FOUNDATION FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR WALL PLANS B. GYPSUM WALL BOARD /GWB) SHEAR WALLS 13 MAXIMUM SHEAR 150 P.L.F. USE 1/2" GYPSUM WALLBOARD ONE SIDE OF WALL NAIL EDGES WITH 5D COOLER NAILS AT 4" 0 C PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 48" 0 C MAX. SPACING FOR TIE DOWNS AT EACH END OF WALL, SEE FRAMING /SHEAR WALL PLANS 14. MAXIMUM SHEAR 175 P.L.F. USE 5/8" GYPSUM WALLBOARD ONE SIDE OF WALL NAIL EDGES WITH 6D COOLER NAILS AT 4" 0 C PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 48" 0 C. MAX SPACING FOR TIE DOWNS AT EACH END OF WALL, SEE FRAMING /SHEAR WALL PLANS 15 MAXIMUM SHEAR 300 P.L.F. USE 1/2" GYPSUM WALLBOARD BOTH SIDES OF WALL NAIL EDGES WITH 5D COOLER NAILS AT 4" 0 C PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" 0 C MAX SPACING FOR TIE DOWNS AT EACH END OF WALL, SEE FRAMING /SHEAR WALL PLANS 16 MAXIMUM SHEAR 500 P.L.F. USE 2 LAYERS OF 5/8" GYPSUM WALLBOARD BOTH SIDES OF WALL ON BASE PLY, NAIL EDGES WITH 6D COOLER NAILS AT 9" 0 C ON FACE PLY, NAIL EDGES WITH 8D COOLER NAILS AT 7" 0 C PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24" 0 C MAX SPACING FOR TIE DOWNS AT EACH END OF WALL, SEE FRAMING /SHEAR WALL PLANS GENERAL REOUIREMENTS ALL SHEATHING EDGES SHALL BE BACKED WITH FRAMING SIZED ACCORDING TO SHEAR WALL SCHEDULE OR 2" NOMINAL BLOCKING CONNECTIONS BETWEEN ROOF SHEATHING AND WALL SHEATHING OR BETWEEN UPPER WALL SHEATHING AND LOWER WALL SHEATHING SHALL BE SUCH THAT REQUIRED EDGE NAILING PER SCHEDULE IS CONTINUOUS THROUGH BLOCKING AND WALL PLATES. SPACE 10D NAILS AT 12" 0 C ALONG INTERMEDIATE FRAMING MEMBERS WHERE TIE DOWNS ARE REQUIRED ON UPPER FLOOR WALLS, THE TIE DOWNS SHALT' BE BOLTED TO THE UPPER AND LOWER WALL STUDS AND CONNECTED BY THREADED ROD AS PER MANUFACTURER'S RECOMMENDATIONS 4 'En OFFICE 3032 3020 1 OFFICE %o ccE 9040 X740 l REPAIIRMTOIRACsE CACALIII 02 0 WOO 202 0 came 01. coo ,Z"`. ,'w SAES C FL 0 0? F)LAN teN IM SOUND ROOM CAM \x/o 4 rImazu i I A d L i f 1