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HomeMy WebLinkAboutPermit 6581 - Boeing - OfficesV -N 010-E6ffTO(ear) 1988 SETBACKS: N — S — E— W— =IRE PROTECTION: ®Sprinklers Ox Detectors 0 N/A UTILITY PERMITS REQUIRED? Yes ()No t roug Public orksl ?ONING: BAR/LAND USE CONDITIONS? 0 Yes x0 No N ;ONDITIONS (other than those note. on or attached to • ermit/• tans RCPT # • DATE `6594 DESCRIPTION BUILDING PERMIT PLANCHECK - BUILDINGSURCHARGE.. .TOTAL PLAN CHECK NO.: 2,793.50 91 -092 PROJECT INFO.RM'AfIoN.• :ITV OF TUKWILA )ept. of Community Development- Building Division 300 Southcenter Boulevard, Tukwila WA 98188 ?06) 431 -3670 3UILDING 3ERMIT NO. ) ISSUED: :IT ADDR SS 600 Andover Pk W SUIT # VA U OFCONSTRUC 10 • 400,000.00 'ROJECTNAME/TENANT Boeing 1P7 -600 ASSESSOR ACCOUNT # 262304- 9123 -02 TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) . U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: )ESCRIBE WORK TO BE DONE: Tenant improvement of interior partitions for custom office arrangement to be~,us,ad by Boeing Employees Good Neighbor Fund Offices.. ,, Circle V Assoc. Three 1127 Pine Street, Suite 100, Seattle, WA Clemens & Juarez PHONE: 447 -0707 PHONE 723 -1915 ZIP 98101 WA ,aP 98118 EXP. DATE 10 - 1 - 91 PHONE 393 - 8556 P P 98188 .)DRESS ;ONTRACTOR \DDRESS 9132 Martin Luther King Way S STE B Seattle, NA. ST. CONTRACTOR'S LICENSE # \riCHITECT kDDRESS 'SE BE & C Engineers 14675 Interurban Avenue South, Tukwila, WA CODE . COMPLIANCE o 1 1.ce , B - Acceec�orf A . 3 _dpR SQUARE 9,474 10,412 OCC. LOAD 99 219 SQUARE FEET OCC. LOAD SQUARE FEET OCC. SQUARE LOAD FEET OCC. LOAD 1 SQUARE OCC. FEET LOAD 1 TOTAL 90tI!.RE F &ST 9,474 10,412 19,886 TOTAL OCC, LOAD 99 219 1st ';;:: 2nd 'OTAL APPROVED FOR SSUANCE BY: CLEMEI *212L5 ti SIGNATURE: '- -► '\ OCCU FICATE OF 0,0 q ( _ OCCUPANCY NO. BUILDING PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) BUILDING OFFICIAL DAT ISSUED: DATE: DATE: - /(2 ` q/ PRINT NAME: r,e/ c. ` ) Ttesln COMPANY: e e /A1G7 318 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of Iav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. This permit shall become null and void if the work is not commenced within 180 days from the date: >of issuance, or if the work is suspended or abandoned for a period: of 180 days from the last Inspection. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 PROJECT: 'ia 4 "'7.... ADDRESS: &(D 4ND00 V2 P W • CONTACT DATE PERMIT CE$ . ER ACTIVITY LOG COMMENTS 6300 Southcenter Boulevard — #10 Tukwila Washington 9818 PLAN CHECK NUMBER PERMIT NO. CONTACTED �� L' , • GATE READY DATE NOTIFIED Li— # —� " BY: (init.� PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING i (a Li 4 ' D 3RD NOTIFICATION BY: (init.) BUILDING PERMIT APPLICATION TRACKING PROJECT NAME PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be tilled out by Plan Checker) SQUARE FEET 000. LOAD SQUARE FEET OCC. SQUARE OCC. LOAD FEET LOAD SQUARE OW. FEET LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. PARTM BUILDING - 4/61 / 91 1 2 CONSU LTANT: Date Sent - initial review SROUTEDL__ FIRE 4/1/61 I it � s7 FIRE PROTECTI Sprit l 1 FIRE DEPT. LETTER DATED: O PLANNING O PUBLIC WORKS O OTHER tiO BUILDING - final review REVIEW COMPLETED INIT: INIT: INIT: ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTI ITV PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: Date Approved - TOTAL BAR/I.AND USE CONDITIONS? s- Yes Yes 08/17/9r SITE ADDRESS SUITE # 6,00 , r 31/f_ r° VALUE OF ONSTRUCTION - $ Sao 00 ASSESSOR ACCOUNT # -�j 2 a t, a at-) - ) .. - O a PROJECT NAME/TENANT .,e9G' /,(/' JL /fif� 7l ~ �"�c � 7— -oo TYPE OF New Building Add ition T enant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel residential) 0 Other DE CR WORK TO BE DONE: T)v `7'�y/ ,,�v',�/,/ , ' a�/NTE� /O /` T 1 T/O/E�� i' G.L.. i'" OI " -, . it/Gjt/1. i(/7_ 7 ,c0 5,-'d ,Bf'' , 3G.=% e'vki e=7EE� � �4 x .. i0.,7', '. , QGF /' ; BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: ,4ez7,/,,/,,A/,.� - 7 � WILL THERE BE A CHANGE IN USE? Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: /96>E3, -' Tenant Space: Area •, Area of Construction: �, 6 • WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ,fr No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER G /,- 0z.-,e,-------�v �,, PHONE ../-.7:- 07©7 ADDRESS -'27 „..cf,i,..r -- 7T Sl/ /7 /O 7'l /iG/tr. Z IP�B/ / CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT ,�� � z PHONE . -- 85"s ADDRESS ,, 7. .�,- /,4/7 ieG/,C',e3,44/ 7-x --W/44 1V�, Z IP5 /e f4V F. t ' ; .. SA >T ' : :5 I*f�! >:T :. la' HE.. ........ C .... E .... N f�REk31� >;�f„RTli�Y, :.:: .:.:.. ,.R ........ ....................... �t ......... !~i ............ ,..........................................:.:......:.:.::::........... .::...:.....:::...:::.......... :i Tt ORI ZEL.!l: L .FOR "�i'f[S�'PE ITi %::::: i:' i'' ii; ii' 3iiiiii ': i`ii'iiiiiiii:i'.: iii %ii'�i: <` iii : ::::: �fviii:ii:ii � „... : :�.'.i> AtC ORi�T�Nf�:1 �� . � � ......... ............. BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE ____,i____. DATE 40 y/ .i r�. -� ., � � PRINT NAME I 4/0 PHONE S _ m , ADDRESS Aicc,..7 Za5T eD .061.4210 9- CONTACT PERSON tyeic. -' PHONE 5v 5 .M CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER C I - 0 C APPLICATION MUST BE FILLED OUT :COMP'LETEL'Y DATE APPLICATION ACCEPTED BUILDIF PERMIT APPLICATION TOTAL' AMIIOU T. RC UILDING° PERMIT: FEE PLAN. CH ECK FEE APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations, The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION EXPIRES q- COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permitappiication(one tor stmt Assessor Account Numbet Two sets (2) of the following: • E Specifications Structural calculations stamped by a Washhtgtet Sttto • Engineer Soils. report stamped by a Washington :State lioansed • fl Topographical. C Energy calculations stamped by a Washington State ficen engineer or architect . C Lege! description f Working drawings, stamped by a Washington State Ilaensed architect; which include • Site plan •:Architectural drawings • Structural drawings • •• Mechanical drawings • Elevations ...Civil drawings •. Landscape plan: l i Completed:utility permit application Six (6) sets of civil drawings NOTE . See utility permit application and checklist fortified* submittal requirements.. COMMERCIAL TENANT IMPROVEMENTS one for ehtrch. sbructuio RACK STORAGE Completed building permit application Assessor Account Number Two (2) sets of piens, which incude Building floor plan showing • Entire space where racks wilt be • Exit doors • Dimensions of all . aisles . Tenant space floor plan showing racit exits. NOTE : : include dimensions of racks (height width 'and length), and exit ways on plan Structural calculations stamped by a Washkhgten State U engineer (rack storage 8` and over), RESIDENTIAL EW SINGL .E Completed building permit application (one for each Legal description:;: Assessor Account Number Two seas (2). of woridng drawings, which bid Sift Plan ••••......P- (On ptan :aho;closseth iint rbesen. Foundation plan kxalMe aCCOft 1b be/k/1 p, ehoelo : :: Floor plan Vi Jo► : .. • Roof plan • Building elevations (all views •:Building cross - section; • Structural framing gigue;; : Washington State energy, Code Completed utility permit application .:< : Six (6) sets of site plans showing uti1I NOTE :: Building site plan and utility site plate may be conbbknec +.... . utility: pent it application and checklist forspoc1flo gi*migottOcinkoinon i Additionl topographical and soils information may be requireltf site conditions SUBMITTAL CHECKLIST • Locati of tenant spec • Existing : Pp► OvomU bull tg plan «,Teitwtt location flee: o! rsdjaoeurt (common wail) tenan • Overaf dimensions o! building. or square footage Floor pleb o1 proposed tenant epeco. • Tenurt: pace pion with uae of each room Iabolled. Exit doors; egress pattama New. walls, w all, •an walls to.be demolished. Conafruction deWNs • Crosa.seotIon showing wall o onstru cdon an d method of arttaohment for f oor and cei t St►ucturisi celcu adore stamped by soon. Washi State U englnees may be requireed It,atrrrodxaf work is. to be done (2 sets) • NOTE: N an y ukl ty whartc Is M be abne,,:submft ceparaw ce n$ 6,1„4, application arnd plans REROOF Completed buildnt permit application ( one for each structu :Assessor Number Nanraiw deseribing existing roof, material being rerrroved, material being inemited • • NOTE: A Certification letter is requ&ed prior to finellnspeatfon and s off of, rite permit ANTENNAlSATEUJTE DIBNES 'Completed bvlio rip permit applic Assessor Axount Number • Taro (2) sale of plans, which include: • Bite Purrs (ahawk g bulkietg aux! locator n! antenn>m/sat�silita dis Details aintennalsateiltte rlah and method of attachmen Structural ;calcxilatlons stamped enghteer may be rec{iulned; BE &C ENGINEERS tmaismarummumemsaiers FILE COPY I understand that the Plan Check approvals are aublect to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. • By ,,.,sr:. Date ,� ' 147 91 Permit No 6C---5 RECEIVED CITY OFTIIKWILA P P R 2 9999 PERMIT CENTER BE &C ENGINEERS 91025-01 Prepared By: Prepared By: Prepared By: Approved By: Date: BE &C ENGINEERS INC. 14675 Interurban Avenue South Seattle, Washington 98168 To TECHNICAL SPECIFICATIONS For 7 -600 OFFICE REMODEL Prepared for Boeing Support Services Facilities Specification Number: 326 -91 025 -TS -01 Project Number: 91025 28 MARCH 1991 Architectural Mechanical Electrical BE &C OFFICE REMODEL ENGINEERS BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 TABLE OF CONTENTS 28 MARCH 1991 NUMBER TITLE PAGES DIV. 1 GENERAL REQUIREMENTS 01010 SUMMARY OF WORK 1 01 045 CUTTING AND PATCHING 2 01 075 DEFINITIONS AND INTENT 2 01090 REFERENCED STANDARDS 2 01120 ALTERATION PROJECT PROCEDURES 4 01300 SUBMITTALS 3 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 4 01710 FINAL CLEANING 2 DIV. 8 DOORS AND WINDOWS 08210 WOOD DOORS 3 08710 FINISH HARDWARE 4 DIV. 9 FINISHES 09510 ACOUSTICAL CEILING PANELS 2 09650 RESIDENT FLOORING 3 09685 DIRECT GLUE -DOWN SHEET CARPET 3 09900 PAINTING 5 DIV. 10 SPECIALTIES 10 615 DEMOUNTABLE PARTITIONS 2 10800 TOILET ROOM ACCESSORIES 2 DIV. 12 FURNISHINGS 12300 MODULAR CASEWORK 3 91025 -01 TC -1 BE &C ENGINEERS DIV. 15 MECHANICAL 15010 BASIC MECHANICAL REQUIREMENTS 6 15330 WET -PIPE SPRINKLER SYSTEM 4 15410 PLUMBING PIPING 3 15440 PLUMBING FIXTURES EQUIPMENT AND TRIM 3 15890 DUCTWORK 10 15 910 DUCTWORK ACCESSORIES 2 15936 AIR OUTLETS AND INLETS 2 15955 PNEUMATIC CONTROL SYSTEMS 2 15990 TESTING, ADJUSTING, AND BALANCING 7 DIV. 16 ELECTRICAL 16010 BASIC ELECTRICAL REQUIREMENTS 2 16111 CONDUIT 3 16115 INDOOR SERVICE POLES 1 16120 WIRE AND CABLE 3 16130 BOXES 2 16141 WIRING DEVICES 2 16149 LOW - VOLTAGE SWITCHING 2 16195 ELECTRICAL IDENTIFICATION 3 16 510 LIGHTING FIXTURES 2 16720 SMOKE DETECTION AND ALARM SYSTEMS 5 END OF TABLE OF CONTENTS 91025 -01 OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 TC -2 TABLE OF CONTENTS 28 MARCH 1991 BE &C OFFICE REMODEL SECTION 01010 ENGINEERS BUILDING 7 -600 SUMMARY OF WORK SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 PART 1 GENERAL 1.01 WORK INCLUDES A. Interior tenant improvements for Boeing Support Services at Building 7 -600, located at 600 Andover Park West, Tukwila, Washington 98188. B. On -site work: Provide only on -site work as required to coordinate into existing systems as required to supplement tenant improvement work. C. Building: Alterations to building shell work consist of demolition, cutting -in and patching required to supplement tenant improvement work. Tenant - improvement work within tenant leasing areas includes- 1. Carpet sheet vinyl and accessories. 2. Demountable partitions and accessories. 3. Painting of existing interior surfaces, painting of new interior surfaces. 4. Doors, frames, and finished hardware. 5. Ceiling tile. 6. Cabinetry. 7. Plumbing fixtures. 8. Specialties, equipment. 9. Mechanical. 10. Electrical. END OF SECTION 91025 -01:A 01 010 -1 BE &C ENGINEERS 91025 -01:A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 01045-1 SECTION 01045 CUTTING AND PATCHING 1 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Cutting, fitting, and patching required to complete the Project, and to make its several parts fit together. 1 .02 QUALITY ASSURANCE A. Installer qualifications: Employ workers with at least 5 years of experience for work on visible finished surfaces and moisture - resistant elements. PART 2 - PRODUCTS 2.01 MATERIALS A. Comply with specifications and standards for affected products. PART 3 - EXECUTION 3.01 INSPECTION A. During cutting and patching, inspect conditions, including elements subject to damage or movement. B. After uncovering work, inspect conditions affecting product installation or work performance. 3.02 PREPARATION A. Provide temporary support to ensure structural integrity of affected work portion. B. Protect other portions of Project from damage. C. Protect work exposed by cutting and patching from elements. 3.03 PERFORMANCE A Do NOT cut or alter work affecting - 1. Structural value and integrity. 2. Moisture - resistance, except as otherwise specified. 3. Safety. BE &C OFFICE REMODEL ENGINEERS BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 SECTION 01045 CUTTING AND PATCHING 1 MARCH 1991 4. Maintenance. 5. Function of equipment and products. B. Avoid damaging other work. Provide satisfactory surfaces for subsequent work. C. Perform fitting and adjusting required to comply with specified products, functions, tolerances, and finishes. D. Restore work cut or removed. Install new products as required to complete work in accordance with Contract Documents. E. . Flt work airtight to pipes, sleeves, ducts, conduit, and other surface penetrations. Maintain clearances around pipe required by National Fire Protection Association NFPA -13. F. Refinish entire surfaces to provide an even finish matching adjacent finishes. 1. For continuous surfaces, refinish to nearest intersection. 2. For an assembly, refinish the entire unit. 91025 - 01:A END OF SECTION 01045 -2 BE &C ENGINEERS PART 1 GENERAL 1.01 DESCRIPTION A. The following items generally supplement conditions of the Contract. If these conflict with the Contract requirements and General or Special Conditions, the latter take precedence. 1. "Specialist" means "An individual or firm with established reputation regularly engaged in and maintaining a regular force of workers skilled in (as applicable): Manufacturing, fabricating, or otherwise performing required work. a Unless otherwise noted, the Specialist is required to have been a satisfactorily functioning entity no less than 5 years and to be certified by the manufacturer. 2. "Contract Document" as used in Contract documents includes Bidding Requirements, Contract Forms, General Conditions and Special Conditions of the Contract, specifications, and other items listed in the Contract Document Table of Contents. a. The Contract Documents include items necessary for the proper execution of the work, including the testing and demonstrated functioning of all items and materials to be provided and installed by the Contractor. The Contract Documents complement each other and are equally binding alone or together. The Contractor Is required to implement that work to the intended result, which is reasonably inferable from the Contract Documents. 3. Substantial or Early Completion: The date certified by the Construction Manager when construction is sufficiently complete, in accordance with the Contract Documents, that the Owner can occupy or use the Work, or designated portion of the Work, for the use for which it is intended. 4. Drawings are diagrammatic: a. Drawings are in part diagrammatic and do not necessarily show complete construction details, work, materials, performance, or installation. Nor do they necessarily show how construction details, other items of work, fixtures, and equipment may affect any particular installation. Correlate the Work to bring the parts together into a satisfactory and completed whole. b. Drawings incorporate new construction into existing facilities, and also modify existing facilities; as such they are diagrammatic and do not purport to convey all the details and conditions of existing facilities. 91025 -01:A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 01075 -1 SECTION 01075 DEFINITIONS AND INTENT 20 MARCH 1991 BE &C OFFICE REMODEL SECTION 01075 ENGINEERS BUILDING 7 -600 DEFINITIONS AND INTENT SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 5. Drawing dimensions and measurements: Dimension notations on Drawings govern. Do NOT scale the Drawings. a Check dimensions in the field and verify them with respect to adjacent or incorporated work. If dimensions do not sufficiently describe the work, notify the Construction Manager immediately. Unless otherwise determined by the Construction Manager, large -scale Drawings take precedence over smaller scale plans, elevations, and cross - sections. b. It is understood that all Contractor's scale drawings; but, they are responsible for those dimensions and use them at their own risk. 6. Existing building dimensions and conditions are garnered from existing data and are shown on Drawings for Contractor's convenience ONLY. The Design Team does not guarantee accuracy of such dimensions or conditions. The contractor is to field verify. It is the Contractor's responsibility to be informed as to existing conditions affecting the work. a No increase will be made in Contract price because of negligence in verifying easily discernable conditions bearing upon your costs. 7. Workmanship: Conform to accepted trade practices, specified standards or specifications, whichever is more stringent. a Before installing any item or material, verify that new construction surfaces are plumb, level, true to line, and straight. Existing work receiving installed Items or material all to be as plumb, level and true to line as is reasonably possible given specified tolerances. Perform without extra cost shimming, blocking, grinding, or patching required to make installed items and materials plumb, level, true to line, and straight. b. Take care in attention to detail and fitting at intersections and junctures of materials. Joints are to be tight, straight, even, and smooth. END OF SECTION 91025 -01:A 01075-2 BE &C ENGINEERS 91025-01:A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 01090 -1 SECTION 01090 REFERENCED STANDARDS 28 MARCH 1991 PART 1 GENERAL 1 .01 INCORPORATING STANDARDS A. Published industry standards are referenced throughout the specification to establish quality requirements for materials and workmanship. To the extent standards are incorporated by reference, they are as binding as if fully repeated. B. Referenced standards are listed in each section by: Publishing body name and acronym, abbreviated designation, issue date, amendment date, and title. Follow edition of date specified, including amendments, or submit substitution request in accordance with Section 01630. If no edition date is specified, follow latest edition in effect at Invitation for Bids date. 1.02 QUALITY ASSURANCE A. Copies on site: Provide one copy of the following references on site for use by everyone involved with Project. 1. General reference a Uniform Building Code (UBC) b. UBC Standards c. Uniform Plumbing Code (UPC) d. WISHA Regulations e. Washington Handicapped Accessibility Standards f. ASTM Standards in Building Codes; 26th Edition g. Local building code amendments and additions. 2. Cited references required to be on -site by individual sections in Divisions 2 through 16 of the Technical Specification. PART 2 - PRODUCTS 2.01 MATERIALS A. Plainly mark materials specified by Referenced Standard to identify standard, grade, and other criteria specified. Where marking of individual pieces is impracticable, as In materials furnished in bulk form, furnish certificate of compliance upon request. BE&C ENGINEERS OFFICE REMODEL BUILDING 7-600 SPEC. NO. 326-91025-TS-01 SECTION 01090 REFERENCED STANDARDS 28 MARCH 1991 BE &C SECTION 01120 ENGINEERS OFFICE REMODEL ALTERATION PROJECT BUILDING 7 -600 PROCEDURES SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Coordinate work of trades, schedule elements of alterations, and renovation work by expedient procedures and methods. B. In addition to demolition shown on Drawings, cut, move, and remove items to allow alterations and new work to proceed. 1. Remove abandoned and useless items such as piping, conduit, and wiring. 2. Remove unsuitable or extraneous materials such as abandoned furnishings and equipment and debris such as rotted wood, rusted metals, and deteriorated construction. 3. Repair or remove unsafe and unsanitary products and construction. 4. Clean surfaces and remove finishes to install new work and finishes. 5. Fill holes and depressions. Patch, repair, and refinish existing items to remain to specified condition for each material. Perform transitions between existing and new construction. Match existing work. 1 .0 2 RELATED SECTIONS Section 01045 - Cutting and Patching 1 .03 DISCOVERY AND REMOVAL OF HAZARDOUS PRODUCTS AND CONSTRUCTION A. Immediately stop work and seal off the area. Report encounter to the Construction Manager and other concerned parties. Await further instructions before proceeding. 1.04 QUALITY ASSURANCE A. Trade qualifications of persons executing removals and alterations: 1. Specialists as defined in Section 01075. 2. Skilled mechanics capable of returning surfaces to appearance of new work and matching existing construction and workmanship without damage. 91025 -01:A 01120 -1 BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 SECTION 01120 ALTERATION PROJECT PROCEDURES 28 MARCH 1991 PART 2 - PRODUCTS 2.01 SALVAGED MATERIALS A. As applicable, salvage sufficient quantities of cut or removed material to replace damaged construction, if material is not readily obtainable on current market. 1'. Store salvaged items in a dry, secure place on site. 2. Items not necessary for repairing existing work remain Owner's property. B. Do not incorporate salvaged or used materials into new construction, unless instructed to do so by the Construction Manager, or unless shown on Drawings. 2.02 PRODUCTS FOR PATCHING, EXTENDING, AND MATCHING A. Provide same products and construction as existing structure. Furnish products and work as needed to patch, extend, or match existing construction and finish. 1. Generally, Contract Documents will not define products or workmanship standards present in existing construction. Determine products and workmanship by inspection or by testing, as necessary. Use existing work as a sample for comparison. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify demolition is complete and areas are ready for installation of new work. B. Beginning of restoration work constitutes acceptance of conditions as satisfactory. 3.02 PREPARATION A. Execute cutting and removals to remove minimum work necessary. Avoid damaging adjacent work. 1. Cut finish surfaces in a straight line. Make cuts at natural division points. a Salvage and clean removals if indicated for reuse and restoration. B. Protect and prevent damage to existing finishes, equipment, and adjacent work scheduled to remain. 91025 -01:A 01 120 -2 BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 SECTION 01120 ALTERATION PROJECT PROCEDURES 28 MARCH 1991 1. Protect existing and new work from weather and extremes of temperature. Keep facility weather- and air - tight. a Maintain heat, ventilation, and humidity controls in work areas as needed to prevent damage to new and existing work. C. Discovered materials that have value remain in Owner's possession. 1. Promptly notify the Construction Manager, when you make a discovery. 2. Protect discoveries from damage. 3. The Construction Manager will promptly transmit Owner's decision for disposition. 4. Store items to be retained by Owner in a safe, dry place where directed. Dispose items Owner releases. 3.03 ADJUSTMENTS A. Except as otherwise detailed, where partitions are removed, patch floors, walls, and ceilings with finish materials matching existing. 1. Where partition removal results in adjacent spaces becoming one, rework floors and ceilings to provide smooth planes without breaks, steps, or bulkheads. 2. Where changes of plane of 2 inches or more occur, request the Construction Manager's instructions for transition method required. B. Trim and refinish existing doors remaining to clear new floors. 3.04 DAMAGED SURFACES A. Portions of existing finished surfaces found to be damaged, lifted, discolored, or showing other imperfections: Patch and replace with matching material. 1. Repair and provide support of substrate before patching the finish. 2. Refinish patched portions of painted or coated surfaces; produce uniform color and texture over entire surface. 3. When existing surface finish cannot be matched, refinish entire surface to nearest intersections. 91025 -01:A 01 120 -3 BE &C SECTION 01120 ENGINEERS OFFICE REMODEL ALTERATION PROJECT BUILDING 7 -600 PROCEDURES SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 3.05 TRANSITION FROM EXISTING TO NEW WORK A. When new work abuts or is finished flush with existing work, make smooth and careful transitions. PATCHED WORK IS REQUIRED TO MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE. Patch or transition is required to be invisible at 5 feet. 3.06 CLEANING 1. When finished surfaces are cut in such a way that a smooth transition with new work is not possible, terminate existing surfaces neatly along straight lines at natural divisions. Apply trim as appropriate to finished surfaces. A. Perform periodic and final cleaning. 1. Clean spillage, overspray, and heavy collection of dust in Owner - occupied areas immediately. 2. Clean adjacent newly Owner - occupied areas daily (as applicable to construction operations). B. At completion of work of each trade, clean the area and make surfaces ready for work of successive trades. C. At completion of alteration work in each area, provide final cleaning and return space to condition suitable for use by Owner. END OF SECTION 91025 -01 :A 01120 -4 BE &C OFFICE REMODEL SECTION 01300 ENGINEERS BUILDING 7 -600 SUBMITTALS SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Submittal procedures. 1.02 RELATED REQUIREMENTS Special Conditions: Submittals and substitutions General Conditions: Contractor - Furnished Drawings, samples, certificates and data. Section 01630 - Product Options and Substitutions Divisions 2 through 16 - Submittals as required and specified. 1 .03 SUBMITTAL PROCEDURES A. Provide space for Contractor and Construction Manager review stamps. B. Apply Contractor's stamp. Sign or initial as certification that review, verification of products required, field dimensions, adjacent construction work, and coordination of information are in accordance with the requirements of the Work and the Contract Documents. Submittals without Contractor's stamp will be rejected. C. Schedule submittals to expedite the Project. D. Transmit each submittal with Construction Manager - accepted form. Sequentially number the transmittal forms. E. Identify Project, Contractor, subcontractor or supplier, pertinent Drawing sheet and detail number(s), specification section number, and other relevant information. F. Revise and resubmit submittals as required, identifying changes made since previous submittal. Identify resubmittais with original number and an alphabetic suffix. Distribute copies of reviewed and accepted submittals to concerned parties. Instruct parties to report promptly if they are unable to comply. 1.04 SHOP DRAWINGS A. When specifically called for, in individual sections, submit in the form of one reproducible transparency and two opaque reproductions. One copy will be retained by Construction Manager. One copy will be retained by Engineer. Annotated reproducible will be returned to Contractor. 91025 -01:A 01300 -1 BE &C ENGINEERS 91025 -01:A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 01300 -2 SECTION 01300 SUBMITTALS 28 MARCH 1991 B. After review, reproduce and distribute in accordance with article on Submittal Procedures above and for Record Documents. 1.05 PRODUCT DATA A. Submit three copies. B. Mark each copy to identify products, models, options, and other data. Supplement manufacturers' standard data to provide information unique to this Project. C. After review, distribute in accordance with article on submittal procedures above. 1.06 SAMPLES A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts of attachment devices. Coordinate sample submittals for interfacing work. B. Submit samples of finishes from the full range of manufacturer's standard or custom colors. If specified, show textures and patterns for Construction Manager's selection. C. Include identification on each sample with full Project information. D. Reviewed samples that may be used in the Work are indicated in individual specification sections. 1 .07 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification sections, submit manufacturer's printed instructions for delivery, storage, assembly, installation, startup, adjustment, and finishing. Provide in quantities specified for Product Data. B. Identify conflicts between manufacturer's instructions and Contract Documents on submittal. 1 .0 8 CONTRACT CLOSEOUT A. Submit in accordance with Conditions of the Contract. 1 .09 MANUFACTURER'S CERTIFICATES A. When specified in individual specification sections, submit manufacturer's certificate to Construction Manager for review. Provide quantities specified for Product Data. BE &C OFFICE REMODEL SECTION 01300 ENGINEERS BUILDING 7 -600 SUBMITTALS SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 B. Indicate that material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. C. Certificates may be recent or previous test results on material or product, as acceptable to Construction Manager. 1.10 UST OF SUBCONTRACTORS A. Submit as required in Conditions of the Contract. 1.11 MISCELLANEOUS A. Submit information required as a condition of the Building Permit issued by code authority. END OF SECTION 91025.01:A 01300 -3 C BE &C SECTION 01630 ENGINEERS OFFICE REMODEL PRODUCT OPTIONS BUILDING 7 -600 AND SUBSTITUTIONS SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Furnishing and installing products specified under options and conditions for substitutions. 1.0 2 SUBMITTALS A Submit duplicate written substitution requests to Construction Manager. Use form provided at end of this section. 1. Where specified only by reference standards: Select any product meeting standards by any manufacturer. 2. Where specified by naming several products or manufacturers: Select any product and manufacturer named. Other products and manufacturers will not be considered. 3. Where specified by naming one or more products, but indicating "or approved" after specified listing: Specified product is preferred and designates the quality standard. Submit request for another product on the attached form. 4. Where specified by naming only one product and manufacturer: There is no option and no substitution will be allowed except under certain conditions specified in EXCEPTIONS. B. In making request for substitution, Contractor represents - 1. I have personally investigated proposed product and, in my opinion, it is equal or superior in all respects to that specified. 2. I have coordinated installation of accepted substitution and guarantee to complete it in all respects. 3. I have outlined changes required on the form. 4. I will provide the same guarantee for the substitution as for the specified product. 5. My cost impact figures are complete and include related costs under the Contract, but exclude costs under separate contracts. See attached form. 6. I waive claims for additional costs related to the substitution that subsequently become apparent. 91025 -01:A 01 630-1 BE &C ENGINEERS C. Substitutions will NOT be considered if- 1. Indicated or implied on Shop Drawings or other data submittals without proper notice (Le., use of the attached form). 2. Acceptance will require substantial revisions of Contract Documents. D. Approval of any substitution or product option does not relieve the contraction of the responsibiility of ensuring the proper fit, recommended access to equipment, and proper mounting of the various parts of the work. 1 .0 3 EXCEPTIONS A. After Contract date, Owner may, at his option, consider certain other substitutions from the General Contractor submited in accordance with requirements of this section. Indicate one or more of the following reasons for the request: 1. Substitution is required for compliance with final code interpretation requirements or with insurance regulations. 2. Specified product is unavailable through no fault of Contractor or subcontractor. 3. Subsequent information discloses specified product is unable to perform properly or fit designated space. 4. Manufacturer or fabricator refuses to certify or guarantee performance of specified product. 5. Substitution saves substantial cost, time, or other considerations. (Show accurate cost comparison with product or method specified.) END OF SECTION NOTE: SUBSTITUTION REQUEST FORM FOLLOWS. 91025 -01:A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 01630 -2 SECTION 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 28 MARCH 1991 BE &C ENGINEERS 91025 -01:A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 01630 -3 SECTION 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 28 MARCH 1991 SUBSTITUTION REQUEST FORM The following product is submitted for consideration instead of the specified and drawn item for this Project: Section Paragraph Specified Item Proposed substitution ATTACHMENTS 1. Complete dimensional information and technical data specified in Section 01300, including laboratory tests, if applicable. 2. Complete specification and Drawing information for proposed substitution. Indicate details required for proper installation. 3. Samples and manufacturer's data to substantiate claim of equal quality, performance, and appearance to that specified. Clearly mark manufacturer's literature to establish equality. (Fill out the following) A. The substitution does does not affect the dimensions shown on Drawings. If it does, clearly indicate changes. B. The undersigned will will not pay for changes to the building design, Including engineering and detailing costs caused by the requested substitution. C. The undersigned will will not pay additional costs related to substitution that become apparent as a consequence of this substitution. D. The substitution has the following effect on other trades, other contracts, and Contract Completion date: E. The substitution has the following effect on applicable code requirements: F. The differences between the proposed substitution and the specified item are: G The manufacturer's guarantees of the proposed item are the same as different from those of the specified item. (Explain the differences on an attachment.) BE &C ENGINEERS H. The names of three similar projects on which the proposed product was used are listed below, with their addresses, dates of installation, and the name and address of the Engineer or Architect. Name of Project Date Name of Project Date Name of Project Date Address OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 Address Address SECTION 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 28 MARCH 1991 Architect /Engineer Architect /Engineer Architect /Engineer I. Use of the proposed substitution will have the following impact on cost: J. Savings will will not be passed along to Owner. (Submit statement showing accounting of changes to the Contract sum.) THE UNDERSIGNED HAS THE LEGAL AUTHORITY TO BIND THIS FIRM AND ATTESTS THAT THE PROPOSED SUBSTITUTION IS EQUAL OR SUPERIOR TO THE SPECIFIED ITEM IN FUNCTION AND QUAUTY. SUBMITTED BY: SIGNATURE TITLE FIRM DATE ADDRESS REMARKS TELEPHONE FOR USE BY ENGINEER: ACCEPTED ACCEPTED AS NOTED NOT ACCEPTED RECEIVED TOO LATE END OF FORM 91025 -01:A 01630.4 BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 SECTION 01710 FINAL CLEANING 28 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Final cleaning. PART 2 - PRODUCTS 2.01 CLEANING MATERIALS A Do not use materials damaging to surfaces. B. Do not use materials creating hazards to health or property. C. Use only materials and methods recommended by manufacturer of surface material to be cleaned. 2.0 2 CONTAINERS A Provide onsite containers for collecting and removing waste materials. Haul off site for legal disposal. PART 3 - EXECUTION 3.01 EXAMINATION A Verify conditions as satisfactory to receive work of this section. Do not perform work until unsatisfactory conditions are corrected. 3.0 2 PREPARATION AND CONTROLS A Protection: Protect surrounding areas and surfaces to preclude damage from work of this section. B. Dust control: Schedule operations so that dust and other contaminants resulting from cleaning process will not fall on wet or newly- coated surfaces. 3.0 3 PERFORMANCE A Perform cleaning before inspection for Substantial Completion of each area of Project. B. Perform the work in accordance with specifications and manufacturer's instructions. 91025 -01:A 01710 -1 BE &C OFFICE REMODEL SECTION 01710 ENGINEERS BUILDING 7 -600 FINAL CLEANING SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 1. Comply with safety standards and antipollution regulations. Do not burn waste materials on the site. Do not bury debris or excess materials on Owner's property. Do not discharge volatile or other harmful and dangerous materials on site or into drainage systems. C. Clean each surface and work unit to clean condition. 1•. Remove foreign materials from visible interior and exterior surfaces and corners. 2. Clean reflective and transparent surfaces to original clear shine. D. Light fixtures and lamps: Clean to function with full efficiency. E. Ventilating system: 1. Clean permanent filters. If units were operated during construction, replace disposable filters. 2. If units were operated without filters during construction, clean ducts, blowers, and coils. F. Removal of protection: Except as otherwise indicated or requested by Construction Manager, remove temporary protection devices and facilities installed during course of work. G Vacuum clean carpeted and similar soft surfaces. H. Clean, damp mop, resilient and hard surface floors. I. Clean surfaces of equipment; remove excess lubricant. J. Clean plumbing fixtures to a sanitary condition. K. Maintain cleaning until Final Acceptance. 3.0 4 INSPECTION A Prior to final completion, or Owner occupancy, inspect exposed surfaces. Verify entire work clean. END OF SECTION 91025 -01:A 01710-2 BE &C ENGINEERS 91025.01:A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 08210 -1 SECTION 08210 VVOOD DOORS 28 MARCH 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Furnish and install wood doors. 1.02. RELATED SECTIONS Section 08700 - Hardware 1.03 REFERENCED STANDARDS A. The Architectural Woodwork, Institute: AWI— AWI Architectural Woodwork Quality Standards, Fourth Edition, 1985. B. National Wood Window and Door Association: NWWDA— NWWDA I3.1 -87 Industry standard for. Flush Wood Doors 1.04 SUBMITTALS A. Product data: Manufacturer's published literature including specifications for door construction, each door type, and accessory items. B. Shop Drawings: Include location schedule. Identify each door with opening number stamped on hinge cut out. Show door size and type for all locations. Show required machining, lights, and the like for each location. Indicate fire resistive ratings. Provide details of louvers and lights. C. Certificate: Provide certificate attesting doors have been manufactured in accordance with requirements of NWWDA IS -1. 1. NWWDA Quality Certified Hallmark edge stamp will be accepted as evidence of compliance without certificate. D. Guarantee: Provide manufacturer's duly executed lifetime door guarantee. E. Sample: Prefinished 8 x 10 -inch face veneer, color as selected by Construction Manager. 1 .05 LABEL REQUIREMENTS A. Doors shown to be labeled are to bear appropriate label of Underwriter's Laboratories (UL) or Warnocke- Hersey International (WHl). BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 1 .0 6 GUARANTEE A. Guarantee doors for the life of original installation against defects in materials and workmanship, including the following: 1. Delamination in any degree. 2. Warp or twist of 1/4 inch or more. 3. Telegraphing of any part of the core unit through face 10 variation of 1/100 inch or more in any 3 -inch 4. Any defect which may, in any way, impair or purpose for which it is intended. Maintenance: After Substantial Completion, Owner hardware adjustment. Replacement under this guarantee Includes hanging, installation of hardware, and finishing to match finish on door being replaced. B. C. PART 2 - 2.01 A. PRODUCTS SOUD CORE FLUSH DOORS Conform to NWWDA I.S. 1.2.- 1. Thickness: 1 -3/4 inch. 2. Construction: 7 ply. 3. Core: Mat formed wood particle board. 4 . Edge bands: Bonded. 5. Fire resistance: 20 minute label required. 6. Faceveneer: Red Oak, plain sliced. 7. Face grade. Premium. 8. Prefinish: AWI Section 1500, System 3, color Manager. 2.02 PREFITTING A. Conform to NWWDA IS- 1.5.3. 91025 - 01:A 08210 - 2 SECTION 08210 WOOD DOORS 28 MARCH 1991 cause surface span. affect performance of door in must maintain door finish and as selected by Construction BE &C ENGINEERS B. Hardware locations: Match locations in steel door frames. PART 3 - EXECUiION 3.01 INSTALLATION A. Install doors and apply hardware in strict compliance with recommendations of respective manufacturers. B. Rated fire resistive doors: Comply with NFPA 80 and requirements of Building Code. C. Field fitting: Field cutting and machining is NOT PERMITTED except for minor items expressly approved by Construction Manager. 3.02 INSPECTION, DELIVERY A. Demonstrate to Construction Manager that doors and hardware items work perfectly, perform intended functions, and that tagged keys operate respective locks. B. Corrections: Adjust or replace defective items at no additional cost to the Owner. Deliver tagged keys to Owner's representative upon Acceptance of finish hardware installation. END OF SECTION 91025 -01:A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 08210 -3 SECTION 08210 WOOD DOORS 28 MARCH 1991 BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 SECTION 08710 FINISH HARDWARE 28 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Finish hardware for doors. 1.02 RELATED SECTIONS Section 08210 - Wood Doors 1.03 REFERENCED STANDARDS ANSI A115 Specifications for Door and Frame Preparation ASNi A117 Specifications for Making Buildings and Facilities Accessible to, and Usable by the Physically Handicapped ANSI A156 Standards for Mortise Locks and Latches 1.04 SYSTEM DESCRIPTION A. Finish hardware includes items known commercially as builder's hardware required for swing doors, except special types of hardware specified in the same section as the door and door frame. B. Work of this section is also defined as the full complement of hardware required by applicable codes and for doors subject to use by handicapped. 1.05 SUBMITTALS A. Submit six copies of detailed schedule. 1. Review and acceptance by the Construction Manager do not relieve the Contractor of his exclusive responsibility to fulfill the requirements as shown and specified. 2. Incorporate corrections and changes in the first submittal and return two copies of the revised schedule to the Construction Manager. 3. Acceptance of schedule does not relieve Contractor of responsibility for errors or omissions. B. Format of schedule: List hardware for like door openings separately and in format similar to this section. C. Templates: Supply hardware templates to fabricators of factory - prepared doors, frames, and other work. Furnish within 10 days after receipt of final accepted schedule. Review the associated Shop Drawings to confirm that adequate provisions are being made for proper hardware installations. 91025 -01:A 08710.1 BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 D. Special tools: Provide two sets of special tools required for maintenance and installation. Furnish closer valve key, lock wrenches, and the like. Deliver to Construction Manager at completion of work. E. Keying schedule: After receipt of approved finish hardware schedule, prepare a keying schedule. Verify schedule with Construction Manager. Ensure that locksets and keying are functionally correct and in accordance with requirements. Submit copies to the Construction Manager with required corrections made. 1 .0 6 DEUVERY, STORAGE, AND HANDUNG A. Inventory hardware jointly with representatives of the hardware supplier until you are both satisfied that the count is correct. B. Leave hardware in original factory cartons and mark each hardware item with description and installation location in accordance with approved hardware schedule. Deliver packaged hardware items to shop or project site for installation to avoid delay of project. C. Store hardware in a protected location under lock and key. D. Handle carefully to protect finishes. PART 2 - PRODUCTS 2.01 GENERAL A. Comply with References and manufacturer's data. 2.02 FINISHES A. Finishes: US 26D, Chrome - plated Dull Steel. Finish closers to match. Thresholds, door sweeps, and weatherstrips: Natural mill- finish aluminum. 2.03 MATERIALS AND ASSEMBUES A. Furnish fasteners for Installation with each hardware item. 1. Provide flat -head Phillips screws, except as otherwise indicated. Finish exposed screws to match the hardware finish. B. Provide concealed fasteners for hardware units exposed when door is closed, except where no standard manufactured units of the type specified are available with concealed fasteners. 1. Do not use through -bolts for installation where the bolt head or the nut on the opposite face is exposed, except where it is impossible to reinforce the work. 2. Use machine screws or concealed fasteners of another standard type to avoid the use of through bolts. 91025 - 01:A 08710 - 2 SECTION 08710 FINISH HARDWARE 28 MARCH 1991 BE &C ENGINEERS 91025.01:A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 08710 -3 SECTION 08710 FINISH HARDWARE 28 MARCH 1991 3. Provide fasteners compatible with both the unit fastened and the substrate and those that will not cause corrosion or deterioration of hardware, base material, or fastener. 2.0 4 KEYS AND KEYING a. Furnish hardware items complete with necessary fastening accessories, including machine screws and tamp -ins for attaching hardware to concrete or masonry surfaces. A System: Supply cylinders Yale "0" Bitted 6 pin, in sections as required by Boeing Lock and Key Service. 2.05 HARDWARE GROUPS Refer to door schedule concerning the following hardware groups: STANDARD HARDWARE GROUPS GROUPI 1 -1/2 Pr Hinges Hager 1279 4 -1/2 x 4 -1/2 NRP 26D 1 Lockset Yale MOR8707FL 26D 1 Wail Stop Glynn Johnson GJ50C 26D GROUP2 3 Pr Hinges Hager 1279 4 -1/2 x 4 -1/2 NRP 1 Lockset Yale MOR8707 26D 1 Pair Flush Bolts Glynn Johnson FB6W 26D 1 Wall Stop Glynn Johnson GJ50C26D 1 dustproof Strike Glynn Johnson DP2 26D GROUP3 3 Pr Hinges Hager BB 1279 4 -1/2 x 4 -1/2 NRP 1 Exit Device Von Duprin 9975 LX 992L -M x 575 26D 1 Pr. Wall Stops Glynn Johnson GJ50C 26D 1 Auto Flush Bolts Glynn Johnson FB8 26D 1 Dustproof Strike Glynn Johnson DP2 26D 1 Closer Yale 4400 SB 1 Smokeseal Pemko S88D GROUP4 1 -1/2 Pr. Hinges Hager BB1279 4 -1/2 x 4 -1/2 NRP 26D 1 Exit Device Von Duprin 99L x 992L -R 26D 1 Closer Yale 4400SB 1 Smokeseal Pemko S88D BE &C OFFICE REMODEL SECTION 08710 ENGINEERS BUILDING 7 -600 FINISH HARDWARE SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 PART 3 - EXECUTION 3.01 INSTALLATION A. Install under the direction of the supplier and in accordance with the manufacturer's instructions and the requirements of NFPA 80. B. Use templates provided by hardware manufacturers. C. Conform to ANSI A117.1 for handicapped requirements. END OF SECTION 91025.01:A 08 710 -4 • BE &C ENGINEERS 91025 - 01:A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 09510.1 SECTION 09510 ACOUSTICAL CEILING PANELS 28 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Lay -in acoustic ceiling panels in existing suspended exposed tee grid. 1 .02 REFERENCED STANDARDS UBC Uniform Building Code Standard 47.18 UL Underwriters Laboratories Inc. - Fire Resistance Directory and Fire Hazard Classification 1 .03 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original unopened packaging. Manufacturer's labels indicating brand name, pattern, size, and thickness are required to be attached and legible. B. Verify undamaged condition at time of site acceptance. C. Store materials in original protective packaging to prevent soiling and physical damage. D. Store cartons and bundles in a covered area at temperature and humidity required by manufacturer. 1.04 BUILDING INTERIOR CONDITIONS A. Environmental requirements: 1. Do not begin installation until wet work, such as concrete, is completely dry and facility is water and weather tight. These materials are designed for installation under standard occupancy conditions from 60° to 85° F, at not more than 80% relative humidity in an enclosed building. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Armstrong, USG Interiors, Inc. - Armstrong selections are Indicated for quality and design. B. Substitutions under the provisions of Section 01630. 2.0 2 MATERIALS END OF SECTION 91025 - 01:A 09510-2 BE &C OFFICE REMODEL SECTION 09510 ENGINEERS BUILDING 7 -600 ACOUSTICAL CEILING PANELS SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 A. Nominally 24 x 24 x 3/4 inches with square cut tegular lay -in edges. NRC range .55 - .65, STC range 35 - 39, flame spread 25 or under. San Serra Travertone. B. Nominally 24 x 48 x 5/8 inches. Square edge panels. NRC range .50 - .60, STC range 35 - 39, flame spread 25 or under. Cortega Minaboard. PART 3 - EXECUTION 3.01 EXAMINATION A Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. 1. Provide Interface with acoustical suspension system before execution. Examine surfaces for evenness and regularity. 3.0 2 INSTALLATION A. Install the work in accordance with manufacturer's directions. 3.0 3 CLEANING AND REPLACEMENT A. Clean, remove, or replace soiled, discolored, damaged, or improperly installed work, as required. 1. Coordinate with overall construction cleaning. BE &C ENGINEERS 91025 -01:A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 09650 -1 SECTION 09650 RESILIENT FLOORING 28 MARCH 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Resilient flooring as scheduled in the Room Finish Schedule - 1. Vinyl sheet. 1.02 RELATED SECTIONS Section 09685 - Direct Glue-Down Sheet Carpet 1.03 REFERENCED STANDARDS A. Federal Specifications: FS— FS SS -W -40 Wall Base, Rubber, and Vinyl Plastic Int. Amend. 1 1.04 SUBMITTALS A. Product data: Show conformance with specification. B. Samples: Manufacturer's identifying label on each; with brand name, color, pattern number, and thickness 1. Resilient flooring: each type and color, 12 inches square. 2. Resilient base: 6 -inch section, each color. 3. Reducing strips: 6 -inch section, each color and type. Instructions for substrate preparation and installation, each floor and base material; each substrate. 1 .05 DELIVERY AND STORAGE FS L- F -475A Floor Covering Vinyl, Surface (Tile and Roll), with Int. Amend. 2 Backing A Deliver materials in unopened, factory labeled containers. Store in spaces where they are to be used 48 hours before installation. BE &C OFFICE REMODEL SECTION 09650 ENGINEERS BUILDING 7 -600 RESILIENT FLOORING SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 1 .0 6 SITE CONDITIONS A. Environmental requirements: 1. Maintain temperature of 65 °F continuously from 48 hours before installation until 48 hours after installation is complete. PART 2 - PRODUCTS 2.01 MATERIALS A. Resilient flooring: 1. Vinyl sheet: Armstrong Possibilities, Quilted Dots, "Sandstone" #86153. B. Reducing strips: Tapered vinyl plastic, color to harmonize with tile. C. Resilient base: 1. Johnsonite, 4 inch "Grey ", #DC -48 (cove base). 2. External corners: Preformed, to match base. D. Underlayment: Latex compound recommended by resilient flooring (Trowelable) manufacturer for flooring material on substrate to which applied. E. Adhesive: As recommended by flooring or base manufacturer for the particular conditions involved. PART 3 - 13CECUTION 3.01 PREPARATION A. Defer laying until other work that might damage flooring is completed. B. Prepare surfaces to ensure perfect adhesion and to correct imperfections that would otherwise show through the finished tile. C. Follow accepted manufacturer's directions for each material and related substrate. D. Fill cracks, joints, depressions with trowelable underlayment. Allow to harden. E. Grind surface including hardened underlayment smooth, uniform, and level. 91025 -01:A 09650 -2 BE &C OFFICE REMODEL SECTION 09650 ENGINEERS BUILDING 7 -600 RESILIENT FLOORING SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 3.0 2 APPLICATION 3.03 CLEAN -UP A Perform clean -up in each room upon completion of work in that room. B. Remove debris from room. END OF SECTION 91025 -01:A 09650 -3 A. Apply materials according to manufacturer's printed instructions for conditions involved. B. Flooring layout: 1: Sheet vinyl: Lay with minimum number of joints. Make joints straight, tight, and inconspicuous. C. Abutments: Scribe flooring neatly to rings, plates, thresholds, trim, and other items where edge is not covered by base shoe or other trim. D. Reducing strips: Apply vinyl reducing strip along exposed flooring edges. Where flooring terminates in doorway, center strip under closed door. E. Color variation: Insofar as practicable, use flooring of one production lot throughout building. If color variation between lots does occur, DO NOT use material from different lots in same room or space. F. Resilient base: Miter internal corners. Install pre - molded corner units at external corners. C. Clean resilient flooring surfaces of foreign materials leaving unblemished surfaces throughout. D. Buff resilient flooring lightly to a uniform burnished condition. 3.0 4 PROTECTION A Protect resilient flooring from damage, whatever cause, until Acceptance. BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 PART 1 - GENERAL 1.01 SECTION INCLUDES A Carpet, accessories, and materials required for complete installations. 1. Except as required by code or governing authorities, carpet extends beneath • doors without thresholds. 1.02 RELATED SECTIONS Section 09650 - Resilient Flooring 1.03 REFERENCED STANDARDS A Federal Specifications: FS— FS SS -W -40 Wall Base, Rubber, and Vinyl Plastic Int. Amend. 1 1.04 QUALITY ASSURANCE A. Inspect unrolled carpet before Installation for flaws and imperfections. Remove unsatisfactory materials and install new products as required. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver in unbroken manufacturer - labeled rolls. Do not remove labels or open packages until inspected by the Contractor and the Construction Manager. Construction Manager's acceptance does not extend to interior of rolled goods. Sheet product is required to be uniform throughout entire roll. Nonconforming rolls will be rejected. B. Inspect full length of carpet roll before installation. C. Store indoors in a safe, dry place. D. Handle to keep clean and prevent damage. 1.06 BUILDING INTERIOR CONDITIONS A. Environmental and surface conditions: As required by manufacturer. 1.07 WARRANTY A. Submit manufacturer's standard 10 -year wear guarantee. Warrant effective from the date of Final Acceptance of the building. 91025 - 01:A 09685 - 1 SECTION 09685 DIRECT GLUE -DOWN SHEET CARPET 28 MARCH 1991 BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 SECTION 09685 DIRECT GLUE -DOWN SHEET CARPET 28 MARCH 1991 B. The Contractor is responsible for labor, materials, and other expenses incurred if Construction Manager requires removal of defective or improperly installed carpet and installation of new material. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Bentley Carpet B. Substitutions: NONE. 2.0 2 CARPET A Bentley carpet, Covent Garden, "Waterford ", #CG32B -1353. B. Accessories: 1. Base: Johnsonite, 4 inch, grey #DC -48, cove base. 2. Reducer: Mercer Imperial 700. C. Adhesive: As recommended by manufacturer for direct glue -down installations. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify Installation conditions as satisfactory to receive work of this section. Do not Install until unsatisfactory conditions are corrected. 1. Verify perimeters in accordance with manufacturer's requirements. 3.0 2 INSTALLATION A. Install the work In accordance with manufacturer's instructions. 1. Lay with long dimension parallel to long dimension of room, unless otherwise indicated or directed. 2. Install with as few seams as possible and make them nearly invisible by using manufacturer's chemical welding process or heat taping. 3. Include closets, perimeter areas, alcoves, and other similar contiguous spaces. 4. Install under doors without thresholds. 91025 -01:A 09685 -2 BE &C ENGINEERS B. Reducers: OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 SECTION 09685 DIRECT GLUE -DOWN SHEET CARPET 28 MARCH 1991 1 . Install at terminations. 2. Overlap adjacent finishes where required. 3. Center under doors, unless otherwise noted. 4. Follow manufacturer's recommendations. C. Separators: Conform to code and Fire Marshal requirements. D. Inspection and acceptance: The Construction Manager will observe and accept the installation of one room before installer proceeds further. Take up improperly installed work and reinstall properly, as required. 3.03 CLEANING A Leave premises clean and free from residue of work of this section. B. Covering: After installation, provide polyethylene film or similar protective sheeting to completely cover Installation, until Owner acceptance. END OF SECTION 91025 -01:A 09685-3 BE &C OFFICE REMODEL SECTION 09900 ENGINEERS BUILDING 7 -600 PAINTING SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Preparation of new and existing surfaces. B. Painting and finishing of new and existing surfaces. 1.02 RELATED SECTIONS Section 10615 - Demountable Partitions 1.03 REFERENCED STANDARDS PDCA Painting and Decorating Contractors of America - Architectural Specification Manual 1.04 QUALITY ASSURANCE A. Applicator qualifications: 1. Qualified journeymen. Apprentices may be employed to work under direction of qualified journeymen, in accordance with trade regulations. 2. Maintain full, competent crew. 1.05 DELIVERY, STORAGE, AND HANDUNG A. Deliver in unopened containers, bearing manufacturer's original labels. 1. Do not open until accepted by Construction Manager. B. Store and mix materials outside building. 1. Ambient temperature 45° F minimum. C. Prevent fire hazards and spontaneous combustion. 1. Place waste cloths and other hazardous materials in approved containers, and remove from site daily. D. Toxic and explosive materials: Take safety precautions conforming to manufacturer's recommendations and applicable regulatory requirements. E. Store as required by governing codes and ordinances. 91025 -01:A 09900 - BE &C OFFICE REMODEL SECTION 09900 ENGINEERS BUILDING 7 -600 PAINTING SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 1 .06 PROJECT SITE CONDITIONS A. Environmental requirements: Do no work of this section when surface or air temperatures are below manufacturer's recommended temperatures for conditions of installation. 1.07 WARRANTY 1 . Allow surfaces to dry and attain required temperatures and conditions before proceeding or continuing work. 2. Ventilation: Verify adequate continuous ventilation as required by manufacturer. 3. Illumination: Verify required lighting level minimum 15 foot - candles per square foot, unless more stringent levels are required by manufacturer. A. Warrant work of this section satisfactory for 2 years from date of Early Possession, Substantial Completion, or Final Acceptance, whichever occurs first. PART 2 - PRODUCTS 2.01 MATERIAL A. Parker Paint Ready -mixed products are required for work of this section. 1. "Polar Bear" #5420W B. Interior painted surfaces: 1. Gypsum wallboard (new and existing) a. One coat pigmented latex primer sealer, tinted to match final coat. b. Two coats latex interior eggshell enamel finish. 2. Concrete a One coat pigrented latex primer sealer, tinted to match final coat. b. Two coats latex interior eggshell enamel finish. C. Conform to governing regulations such as Federal and State requirements for pollution, safety, and health. Finishes are required to have flame- spread ratings that do not exceed those permitted by governing authorities. 91025 -01:A 09900 -2 BE &C ENGINEERS 91025 - 01:A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 09900 - 3 SECTION 09900 PAINTING 28 MARCH 1991 1. Materials not specifically indicated, but required, such as linseed oil, shellac, thinners, and similar materials, are to be of same quality required by applicable Federal or State specification standards. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. 1. Verify that required lighting, temporary heating, and ventilating will be available when and where work is to be performed. 3.02 PREPARATION A. Prepare surfaces as indicated. Consult manufacturer's data for surface preparations not indicated. 1. Mildew removal: Scrub with an approved cleaning and bleaching solution, then rinse with potable water; let dry thoroughly. 2. Gypsum board: Verify surfaces are crack -free, properly finished, left clean, and ready to receive paint. a. Remove minor subsequent contamination, dust, and dirt. b. If surface defects appear after prime coating, notify Construction Manager. Require repair of defects. After defects are corrected, proceed with finish painting. Prime over repaired areas. 3.03 PREPARATION OF EXISTING PAINTED SURFACES A. Follow paint manufacturer's directions. 3.04 PROTECTION A. Protect building surfaces and finish. Repair damage caused by failure to provide adequate protection, but not harm caused by other trades. 1. Remove electrical outlets and switchplates, mechanical diffusers, escutcheons, registers, surface hardware, fittings, and fastenings before starting work. 2. Drop cloths: Provide cloths, shields, and protective equipment. BE &C OFFICE REMODEL SECTION 09900 ENGINEERS BUILDING 7 -600 PAINTING SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 3. Toxic materials: Where toxic materials and both toxic and explosive solvents are used, take regular appropriate precautions. Conform to requirements of manufacturer and applicable regulatory agency. In applying acid etch coatings or solutions to metals and concrete and toxic material to copper, provide adequate ventilation and take protective measures to conform to the requirements of the applicable regulatory agencies. 4. Material on hand: Keep small quantities of materials on hand in work areas, as necessary to expedite the work, and as acceptable to Construction Manager. 3.05 APPLICATION A. Perform the work in accordance with Quality Assurance provisions, References, specifications, Drawings (schedules), and manufacturer's directions. B. Apply paint and other finish by methods generally accepted by the trade. 1. In multiple -coat work, provide each coat of paint of slightly different color than preceding coat. Sand lightly between coats to achieve required finish. 2. Do not apply finishes until surfaces are dry. 3. Include as many additional coats as required to achieve uniform color and sheen. 4. Consult referenced manual for surfaces not specifically mentioned in this section. Confirm with Construction Manager. C. Workmanship: Highest quality. Execute by skilled workmen to reasonable custom quality standards as acceptable to Construction Manager. Perform work with brush or roller in areas under 10 feet. Spray painting is permitted in areas over 10 feet in height, with Construction Manager's approval. 1. Spread material evenly without runs, sags, thin spots, or skips. Cut sharp lines against unpainted surfaces and other colors. Allow each coat to harden at least 24 hours (18 hours for epoxy coating, as applicable) between coats. Finish surfaces uniform, free of streaks, blotches, and other defects. 3.06 CLEANING A As work proceeds and on completion of work, promptly remove spilled, splashed, or splattered products so as not to damage surfaces. 1. During work progress, keep premises free from unnecessary accumulation of tools, equipment, surplus materials, debris and similar encumbrances. B. At conclusion of Project, thoroughly clean paint and splatters from glass, mirrors, and other surfaces. Take care not to scratch surfaces. C. Leave premises clean and free from residue of work of this section. 91025 -01:A 09900 -4 BE &C OFFICE REMODEL SECTION 09900 ENGINEERS BUILDING 7 -600 PAINTING SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 3.07 INTERIOR PAINTING AND FINISHING SCHEDULE A. Deeptone painting may require additional coatings to achieve proper coverage. B. Mechanical and electrical work in finished spaces and not specified in Division 15 or 16. 1. Paint two coats to match adjacent surfaces where adjacent surfaces are painted and where painting is scheduled. This applies to such items as piping, pipe covering, ducts, grilles, registers, radiators, conduit, boxes, panelboards, and the like. 3.08 REPLACEMENT OF HARDWARE AND MISCELLANEOUS ITEMS A. Reinstall items previously removed. 3.09 DAMAGED FINISH A. Without extra cost, repair work damaged under work of this section, except as otherwise specified. Leave in first -class condition. END OF SECTION 91025.01:A 09900 -5 BE &C SECTION 10615 ENGINEERS OFFICE REMODEL DEMOUNTABLE BUILDING 7 -600 PARTITIONS SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Demountable partitions. 1.02 SUBMITTALS A. Product data describing partition system. B. Shop Drawings: Show layout, details of installation, and abutments to connecting work. C. Samples: Surface finish and colors, manufacturer's full range. PART 2 - PRODUCTS 2.01 MANUFACTURER A USG Interiors, Inc. Tel. (206) 682 -3223 or (206) 228 -3801 2.0 2 MATERIALS A. Demountable partition system: USG Interiors, Donn High Performance Wail System. B. Provide components for complete installation including - 1. Studs: 2 inch as shown with matching track and spacers. 2. Panels: 5/8 gypsum, plain. 3. Panels: 5/8 gypsum, predecorated with vinyl wall covering. a. Vinyl: Presidio Island LR78 Range B. 4. Door frames: Throated steel (Color: Dawn gray). 5. Base: See Section 09650. 6. Outside corners: Square, 7. Trim finish: Corners: Dawn gray. Ends: Dawn gray. Tops: Dawn gray. 91025 -01:A 10615 -1 BE &C ENGINEERS Performance requirements OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 1. Sound attenuation: STC 35. PART 3 - EXECUTION 3.01 ERECTION A. Erect partitions according to accepted Shop Drawings and instructions. END OF SECTION 91025 -01:A 10615-2 SECTION 10615 DEMOUNTABLE PARTITIONS 28 MARCH 1991 BE &C ENGINEERS 91025 -01:A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 10800 -1 SECTION 10800 TOILET ROOM ACCESSORIES 28 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Toilet room accessories mounted on walls. 1.02 RELATED SECTIONS Section 09250 - Gypsum Board Section 09310 - Ceramic Tile Section 10160 Metal Toilet Compartments Section 10165 - Plastic Laminate Toilet Compartments Cooperate with other trades to establish required backing and blocking for installations. 1.03 SUBMITTALS A. Shop Drawings: Show complete details of accessories and required installation including required backing. B. Product data: Provide manufacturer's standard catalog information in triplicate for each item. Include data confirming that grab bars and backing are designed to support 300 pound load. C. Deliver keys, spare and replacement parts to Construction Manager. Obtain receipt. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS: A. Bobrick or the other listed manufacturers' products are the basis for bidding. B. Substitutions under provisions of Section 01630 - Product Options and Substitutions. 2.02 MATERIALS A. Stainless Steel: AISI, Grade 304, US32D, Satin. B. Mounting devices: Manufacturer's standard stainless steel; theft - and tamper- proof. BE &C OFFICE REMODEL SECTION 10800 ENGINEERS BUILDING 7 -600 TOILET ROOM ACCESSORIES SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 2.03 EQUIPMENT LISTING A. Paper towel dispenser: Scott Towels 113, Levermatic 970. B. Soap dispenser: Calgon MP -1. 2.04 FABRICATION A. Fabricate accessories of stainless steel using manufacturer's standard fabrication methods. B. Templates and concealed anchor plates: Furnish to applicable trades, as required for each accessory, together with location and mounting height. PART 3 - EXECUTION 3.01 EXAMINATION A Verify installation conditions satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. 1. Cooperate with other trades to establish required blocking and backing for accessory installations. 3.02 PREPARATION A. Verify plumbing fixture locations and conditions affecting installation of accessories. 3.03 INSTALLATION A Install in location as directed by Construction Manager and in accordance with manufacturer's directions. Coordinate location witn Construction Manager to avoid conflict with other accessory mountings. 1. Secure items with concealed anchor plates. Attach through finish to backing with coarse threaded screws long enough to firmly engage backing. 3.04 ADJUSTING AND CLEANING A. Clean exposed surfaces. Leave premises clean and free from residue of work of this section. Coordinate with overall construction cleaning. END OF SECTION 91025 -01:A 10800 -2 BE &C OFFICE REMODEL ENGINEERS BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Furnish and install modular (manufactured) casework. 1.02 RELATED SECTIONS Section 15440 - Plumbing Fixtures 1.03 REFERENCED STANDARDS A. Architectural Woodwork Institute: AWI — AWI Architectural Woodwork Quality Standards, 1985 Edition 1.04 SUBMITTALS A. Shop Drawings: Show materials, dimensions, rough -in requirements, details of joints, hardware, provisions for sinks and fittings, other pertinent items; show field dimensions where required for proper shop fabrication; show connections of cabinets to adjacent work and complete assemblies, whether or not furnished by casework manufacturer. B. Samples: Laminate cladding and counter surfaces, manufacturer's full range. PART 2 - PRODUCTS 2.01 MANUFACTURERS 1. Monitor - 900 Series Tel. (206) 475 -5800 2.02 DESIGN AND FABRICATION 91025 -01:A 12300 -1 SECTION 12300 MODULAR CASEWORK 28 MARCH 1991 A. The following manufacturer is approved subject to compliance with this specification. A. Conform to AWI Quality Standards, Section 1600; except as otherwise shown and specified. B. Style: Flush overlay. BE &C ENGINEERS 2.03 MATERIALS A. Exposed surfaces: AWI Section 1600B-S-1-1. Nominal 1/32 -inch, laminated plastic. B. Semi - exposed surfaces (other than edges): AWI Section 1600B- S -1 -2. Vinyl overlays unacceptable. C. Laminated plastic: Nevamar, #S -3 -39T D. Monolithic flakeboard: Three -ply board of balanced construction, outer layers of wood flakes. Density, minimum 45- pounds per cubic foot, moisture content 8% or less. Screw holding face to test at 350 - pounds withdrawal. Surface hardness of 900 psi. Use resin binder. Water soluble glues and binders are unacceptable. E. Plywood: Five -ply solid face, back and core laminated with Type 2 water resistant glue. F. Hardware: AWI Section 1600 -S -3. 1. Pulls: Wire pulls through bolted from back side. 2. Catching devices: Magnetic with a minimum 7 -pound pull. 3. Drawer slides may be ABS self lubricating slides. 4. Shelf hardware: Provide self - locking pins. 5. Shelf standards, if used: Flush recessed. Drawer construction: AWI Section 1600S -4. Drawers may be molded polypropylene, one piece, with flakeboard front, load capacity 200 pounds. 2.0 4 FABRICATION, CASEWORK A. General: Comply with AWI Section 1600B. B. Drawer sides, backs, and subfronts: AWI Section 16008 -S -3. Five -ply plywood or molded polypropylene. Particleboard construction will not be allowed. 2.05 FABRICATION, TOPS A. General: Comply with AWI Section 1600C. B. Backsplash: Provide as detailed. Provide backing sheet on back side. C. Joints: Not to occur within 24 inches of openings. 91025 -01 :A OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 12300 -2 SECTION 12300 MODULAR CASEWORK 28 MARCH 1991 BE &C OFFICE REMODEL SECTION 12300 ENGINEERS BUILDING 7 -600 MODULAR CASEWORK SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 2.0 6 CABINET BASES A. Provide every base and tall cabinet with its own unit base, factory applied, including leveling feet if over 18- inches wide or deep. PART 3 - EXECUTION 3.01 INSPECTION A Examine conditions under which products will be installed. Measure areas for scribe fit. 3.02 INSTALLATION A. Use manufacturer's printed instructions and Drawings where items or details are not indicated. Provide trim, fillers, closures, stands, supports, sleeves, collars, escutcheons, ferrules, brackets, braces, or other miscellaneous items required for complete installation. Install materials level and plumb. Scribe countertops to adjacent wall surfaces. Screw cases securely to walls at both top and bottom to prevent fillers or scribes from opening as settling occurs. Close openings at bottoms of wall cases where scribed to wall or in corners as well as at tops of wall and tall units where more than 1 -inch in width. 3.03 ADJUST AND CLEAN A. Remove debris generated by this installation on a daily basis. Test and adjust items of equipment for satisfactory operation. Adjust hinges so doors hang straight. Leave cabinets and counters clean. END OF SECTION 91025 -01:A 12300 -3 BE &C ENGINEERS 91025-01:M OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 15010 - 1 SECTION 15010 BASIC MECHANICAL REQUIREMENTS 28 MARCH 1991 i PART 1 GENERAL 1 .01 SECTION INCLUDES A. Basic mechanical requirements specifically applicable to Division 15 sections in addition to other contract requirements. 1.0 2 RELATED SECTIONS A Coordinate related work and requirements specified in other parts of the Contract Document. B. Examine Drawings and specifications including architectural, structural, mechanical, and electrical, and become familiar with types and systems of construction to be used. Determine how such types and systems will affect installation of mechanical work. 1.03 REFERENCED STANDARDS A. Reference standards listed in this division are to be the most current edition available at the time the contract is let. 1.04 DEFINITIONS A. Refer to Section 01075 - Definitions and Intent. B. "Concealed" means items referred to are hidden from normal sight. C. "Exposed" means items are not concealed. D. "Recognized manufacturer" means an individual, firm or corporation of recognized ability engaged in manufacturing the specified equipment for a minimum of 3 years unless otherwise specified. 1.05 SUBMITTALS A Refer to Section 01300 - Submittals. B. Materials and manufacturers' listing: Submit complete listings. C. Inspection certification: Submit written certification of inspection from the governing building authority stating work has been inspected, accepted, and found in compliance with existing governing ordinances and codes. D. Installer's documented experience: Submit qualifications and list five comparable installations, if requested by Construction Manager. E. Submit Project Record Documents including details prepared for Shop Drawings. BE &C SECTION 15010 ENGINEERS OFFICE REMODEL BASIC MECHANICAL BUILDING 7 -600 REQUIREMENTS SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 1.0 6 SUBSTITUTIONS A. Intent of specifications: 1. Where specified by naming one or more products or manufacturers, but indicating "or approved" after specified listing: Specified product is the preferred quality standard. Submit request for another product for approval. 2. Where specified by naming only one product and manufacturer: There is no option and no substitution will be allowed. B. Submit requests for substitutions within 30 days of contract award, or sooner if required to maintain schedules. C. Acceptance of substitutions is at Engineer's discretion based on his experience and judgement. Submit sufficient information to show that proposed substitute is equivalent to the item specified. D. Make changes needed to accommodate the substitution at no expense to the Owner, including work under other divisions. E. Refer to Section 01630 - Product Options and Substitutions. 1 .0 7 QUALITY ASSURANCE A. Fabricator, manufacturer, installer qualifications: 1. A Specialist with a minimum 3 years of experience. B. Requirements of regulatory agencies current as of Contract Document date: 1. See referenced codes and standards. C. Preinstallation conference 1. Establish time, attendees, and agenda for coordinating materials and techniques. Confirm sequence for related, sensitive, and complex items. 1.08 DEUVERY, STORAGE AND HANDLING A. At completion of the work, carefully remove, identify, and deliver tags, bagged spare parts, and instructions to the Construction Manager. Obtain a receipt. 1.09 PROJECT SITE CONDITIONS A. Examine site and construction; become familiar with existing conditions affecting the work. 91025 -01:M 15010 -2 BE &C ENGINEERS 91025-01:M OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 15010.3 SECTION 15010 BASIC MECHANICAL REQUIREMENTS 28 MARCH 1991 B. Verify locations of overhead or buried utilities on or near site with Construction Manager. C. Take horizontal and vertical measurements from established bench marks. All work is required to agree with these established lines and levels. D. Notify Construction Manager of discrepancies between actual measurements and those indicated. Do not proceed until directed by the Construction Manager. 1.10 SEQUENCING AND SCHEDULING A Time the work with progress schedule approved by the Construction Manager. PART 2 - PRODUCTS 2.01 MATERIAL AND EQUIPMENT A Provide and install products of recognized manufacturers regularly engaged in the production of latest and best standard design materials and equipment. 1. Contractor is responsible for ensuring equipment is complete with fittings, trimmings, and parts necessary for complete operating installations. B. Provide first quality materials, products and equipment in accordance with governing codes, ordinances, and best current practices. C. Provide products of one type by a single manufacturer. D. Equipment with electrical components is required to bear the Underwriters Laboratories, Inc. label whenever published standards exist. Otherwise get certification from manufacturer that the equipment conforms to UL standards. E. Remove rejected or damaged material from site. 2.02 MISCELLANEOUS MATERIALS A. Provide items such as shims, fasteners, grout, grease fittings, lubricants, and hydraulic fluids necessary for installation and testing procedures. Label excess lubricants and deliver to Construction Manager upon completion of work. BE &C SECTION 15010 ENGINEERS OFFICE REMODEL BASIC MECHANICAL BUILDING 7 -600 REQUIREMENTS SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 PART 3 - EXECUTION 3.01 EXAMINATION A Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. 3.02 PREPARATION A Protection: Protect surrounding areas and surfaces to prevent damage. B. Obtain roughing -in dimensions for equipment from approved Shop Drawings or actual equipment measurements. 3.03 INSTALLATION A Install the work in accordance with Quality Assurance provisions, specifications, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. 1. Diagrams showing pipe connections are schematic. Base the work on field measurements and actual conditions. 2. The Drawings do not show exact details of piping. No extra payments will be allowed where obstructions in the work of other trades require offsets in the piping. Coordinate with other trades. 3. Allow space for maintenance in piping layout. Plan work and use.proper fittings to ensure maximum headroom. Owner reserves the right to require removal and replacement of work that uses excessive space. 4. Keep openings in pipes ducts and equipment closed during construction. 5. Install equipment requiring periodic servicing or repairs so it is readily accessible. Otherwise, obtain Construction Manager's approval of location. 6. Paint: Section 09900 - Painting. Closely supervise painting work to ensure conformance with specification. B. Operation of equipment and systems 1. Contractor is responsible until the systems are accepted by Owner. 3.04 CHECKOUT A Perform preliminary checkout for each phase of the final installation. Procedures include but are not limited to the following: 91025 -01:M 15010 -4 r BE &C ENGINEERS 91025 -01:M OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 15010-5 SECTION 15010 BASIC MECHANICAL REQUIREMENTS 28 MARCH 1991 1. Removing foreign materials and tools. 2. Lubricating in accordance with the manufacturer's recommendations. 3. Verifying proper direction of movement or rotation. 4. Verifying operation is smooth and free of undue noise and vibration. 5. Synchronizing (as applicable) with other related equipment. B. Consult Construction Manager as to proper functioning of the item being checked. Repair damages to equipment resulting from improper checkout procedures. 3.05 FIELD QUALITY CONTROL A. Provide materials, supplies, labor, and power required for testing. Perform tests; prove work satisfactory. 1. Notify Construction Manager and authorities having jurisdiction in ample time to be present for final testing of all work. 2. Repair defects disclosed by tests. 3. Replace defective work with new work, without additional cost, where required by the Construction Manager. 4. Make tests in stages to facilitate work of others. B. Contractor is responsible for work of other trades disturbed or damaged by the testing, repair, and replacement. Restore disturbed or damaged work to its original condition at Contractor's expense. C. Perform tests specified under various specification sections. 3.06 FINAL ADJUSTMENTS AND TESTING A. HVAC systems 1. Conduct at completion of work and approved by the Construction Manager. Perform related work as described. 2. Contractor's responsibilities: a. Operate heating, ventilating, and air - conditioning systems as directed. b. Furnish ladders and other equipment so readings may be taken as required. BE &C SECTION 15010 ENGINEERS OFFICE REMODEL BASIC MECHANICAL BUILDING 7 -600 REQUIREMENTS SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 c. Provide access to controls, valves, and other items as needed to complete the work. B. Piping systems 1. Refer to Section 15060 - General Piping Requirements. 3.0 7 PROTECTION A. Properly protect equipment during and between the various operations of preliminary checkout, piping connections, electrical hookup, painting, and final testing. Cover equipment to the extent necessary to prevent foreign materials from contaminating the mechanisms or finishes. END OF SECTION 91025 -01:M 15010.6 BE &C SECTION 15330 ENGINEERS OFFICE REMODEL WET -PIPE SPRINKLER BUILDING 7 -600 SYSTEM SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Provide engineering, labor, materials, equipment and services for the repair, modification, and test of an automatic, supervised, wet -pipe sprinkler fire protection system. 1.02 RELATED SECTIONS Section 15010 - Basic Mechanical Requirements Section 16720 - Fire Alarm and Smoke Detection System: Detectors, controls, alarms and supervisory provisions. 1.03 REFERENCED STANDARDS A National Fire Protection Association: NFPA— NFPA 13 Standards for Installation of Sprinkler Systems NFPA 24 Installation of Private Fire Service Mains and Appurtenances 1.04 SYSTEM DESCRIPTION A. Wet -pipe sprinkler system designed in accordance with NFPA 13, Ordinary Hazard Pipe Schedule Table. Base pipe sizing on Ordinary Hazard Occupancy Pipe Schedule Table. DO NOT USE HYDRAULIC METHOD. 1.05 SUBMITTALS A Shop Drawings: Submit layout Drawings of complete sprinkler system. Indicate relationship of other items, including lighting fixtures, beams, ducts, equipment, and other required items. Contractor is responsible for compliance with applicable codes and regulations. Show deviations from Contract Drawings necessary to comply with applicable codes and regulations. 1. Scale of plans: 1/8 inch = 1 foot (or larger). 2. Show all piping and sprinklers; no "typical" representations permitted. 3. Include complete system details and sections to define and clarify the design. Furnish material list describing proposed materials by manufacturers' names and catalog numbers. Show support locations and seismic bracing. 4. Submit copies for approvals. B. Product data: Submit for sprinkler heads and support specialties. 91025 -01:M 15330 -1 BE &C SECTION 15330 ENGINEERS OFFICE REMODEL WET -PIPE SPRINKLER BUILDING 7 -600 SYSTEM SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 C. Submit project record documents. Submit reproducible, erasable, double -matte mylars. Mylars same size as Contract Drawings (blank sheets will be furnished by the Construction Manager upon request). If Drawings are computer - generated on a system compatible with Owner's, provide a tape or disc of the Record Drawings in addition to the mylars. Coordinate with the Construction Manager. 1 .06 QUALITY ASSURANCE A Installer qualification: 1. Specialist firm is required to modify and repair sprinkler system under a valid state sprinkler contractor's license. Engineer reserves the right to reject proposed installer if unable to show evidence of qualifications. B. Comply with sprinkler installation standards cited in NFPA Pamphlet No. 13. C. Approvals: System will require approval by Factory Mutual Engineering Division, Industrial Risk Insurance and the Boeing Fire Protection Unit. Obtain approval from listed organizations on submittals through Construction Manager. Do not commence work on the fire protection system until approvals are obtained. D. Provide fittings and equipment UL- listed and FM- approved for fire service. 1 .07 DELIVERY, STORAGE, AND HANDLING: Section 15010 PART 2 - PRODUCTS 2.01 PIPE AND FITTINGS (above ground) A. Pipe: Schedule 40 black steel, ASTM A 53 welded or seamless, or ASTM A 135 electric resistance welded, with cut grooved ends for couplings. Victaulic, or approved. B. Fittings: Malleable iron fittings, ASTM A 47 or ductile iron ASTM A 536 with grooved ends for couplings, Victaulic or approved. C. Couplings: Victaulic Style 77 with ductile iron ASTM A 536 or malleable iron ASTM A 47 housing clamps, hot - dipped galvanized, or approved. D. Couplings Gaskets: Victaulic Grade E of EPDM material ASTM 2000, 230 °F, or approved. E. Joints: Couplings for grooved pipe ends. Threaded at threaded valves, flanged to flanged equipment and valves. 91025 -01:M 15330-2 BE &C ENGINEERS F. Thread Lubricant: Teflon tape or pipe dope. C Coupling Bolting: Victaulic carbon steel track -head machine bolts and hex nuts, ASTM A 183, or approved. H. Manufacturers 1'. Pipe: Bethlehem Steel Co., Republic Steel Co., U.S. Steel Co. 2. Fittings, flanges: Victaulic, or approved. 3. Coupling gaskets: Victaulic, or approved. 2.0 2 PIPE SUPPORTS A Metal pipe supports, sway braces, hangers, clamps, and other pipe- support accessories in accordance with NFPA 13. 2.03 SPRINKLER HEADS A In areas with dropped ceilings, use pendent type, semi - recessed, chrome plated. B. In unfinished areas and areas without dropped ceilings, use upright type, bronze. C. Use heads rated for 200 °F in elevator pits, shafts, and machine rooms. In other areas use sprinkler heads rated for 165 °F unless otherwise noted or required by NFPA 13. PART 3 - INSTALLATION 3.01 GENERAL PIPING REQUIREMENTS: Section 15060 and NFPA 13 3.02 SUPPORTS AND ANCHORS: Section 15140 and NFPA 13 3.03 EXAMINATION A. Verify installation conditions satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. 3.0 4 INSTALLATION A Install the work in accordance NFPA 13, Section 15060, specifications, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. 1. Sleeves: Provide where pipes pass through walls, floors, and ceilings. 91025.01:M 15330 - 3 SECTION 15330 OFFICE REMODEL WET -PIPE SPRINKLER BUILDING 7 -600 SYSTEM SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 BE &C ENGINEERS 3.05 TESTS 2. Earthquake protection: Provide earthquake sway bracing and other precautions in accordance with NFPA 13, Appendix A. 3. Sprinkler heads: Install sprinkler heads in accordance with NFPA 13 and the Contract Drawings. Provide escutcheons in finished areas. 4. Ensure sprinkler piping penetrations of the fire walls or floor are sealed tightly with elastomeric caulking. Fire rated walls, ceilings, and floors are identified on the Architectural Drawings. A. Upon completion of the installation, hydrostatically test and flush as specified in NFPA 13, in the presence of the Construction Manager and Boeing Fire Protection Engineering. 1. Fill out test certificates as outlined in NFPA 13 and submit to Boeing Fire Protection Engineering through Construction Manager. 2. Submit a signed and dated certificate covering materials and tests, as stipulated in NFPA 13. END OF SECTION 91025.01: M OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 15330 -4 SECTION 15330 WET -PIPE SPRINKLER SYSTEM 28 MARCH 1991 BE &C ENGINEERS 91025-01:M OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 15410-1 SECTION 15410 PLUMBING PIPING 28 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Pipe and fittings for domestic or potable water, sanitary sewer. B. This section covers service within the building. C. Services covered under this section: Symbol Service Design Press. Design Temp. (PSIG) ( °F) CW Domestic Cold Water 15 0 HW Domestic Hot Water 15 0 SAN Sanitary Sower 5 V, VTR Vents for Sanitary 5 Sewer 50 140 120 ambient 1.0 2 RELATED SECTIONS Section 15060 - General Piping Requirements: Standards, joints, general installation, and testing not covered in this section. Section 15110 - Valves: Requirements for valves for plumbing service. Section 15440 - Plumbing Fixtures, Equipment and Trim: Water closets, urinals, sinks, drinking fountains, and water heaters. 1.03 REFERENCED STANDARDS Uniform Plumbing Code Local Plumbing Code AWWA C601 Standard Methods for the Examination of Water and Waste Water CISPI 301 Cast Iron Soil Pipe and Fittings for Hubless Cast Iron Sanitary Systems ASTM B 32 -89 Standard Specification for Solder Metal BE &C OFFICE REMODEL SECTION 15410 ENGINEERS BUILDING 7 -600 PLUMBING PIPING SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 1.0 4 QUALITY ASSURANCE A. Identify materials for plumbing and keep them separate from those of other services. 1 .0 5 SUBMITTALS A. Submit product data: Section 15060 1 .06 DELIVERY, STORAGE, AND HANDLING - Section 15010. PART 2 - PRODUCTS 2.01 DOMESTIC COLD AND HOT WATER (CW, HW, HWC) - ABOVE GRADE A. Use Item B consistently throughout project. B. Copper pipe, fittings, and joints 4 inches and smaller: Anaconda, American Brass Co., Nibco, Inc., Mueller Brass Co. 1. Pipe Type L hard -drawn seamless copper, water tube, ASTM B 88. 2. Fittings: 3. Unions: 4. Joints: 5. Solder: Wrought- copper solder joints fittings, ANSI B16.22 and ASTM B 75. Cast bronze may be used for fittings not available in wrought copper. Wrought - copper and solder joint unions with copper seats, ANSI B16.22 and ASTM B 75. Soldered. Flanged at flanged equipment connections and flanged valves. 95 -5 tin antimony, 95.5/4 tin /copper, 91.5/5/3.5 tin /antimony /copper per ASTM B 32- 89, Grade 50A, Alpha Metals, Inc., Anchor Alloys, Inc., Kester Solder Co., Harris, Engelhard, or approved. 2.02 SANITARY SEWER AND VENT PIPING (SAN, V, VTR) - ABOVE GRADE A. Use B throughout. 91025-01:M 15410-2 BE &C ENGINEERS 91025-01:M OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 15410.3 SECTION 15410 PLUMBING PIPING 28 MARCH 1991 B. Steel pipe system: 1. Pipe 2 inches and smaller: ASTM A 53 galvanized steel pipe, Schedule 40, or ASTM A 74, standard weight hubless cast -iron pipe, bituminous coated, with neoprene gasket, ASTM C 56A. 2. Fittings 2 inches and Screwed, galvanized cast -iron, drainage pattern, smaller: ANSI B16.12 or standard weight hubless cast -iron. PART 3 - EXECUTION 3.01 SLOPE AND DRAINAGE A. Drain piping: Establish invert elevations, slopes for drainage to 1/4 inch per foot minimum, or as shown on Drawings. Maintain uniform gradients. 3.02 TESTING A. Hydrostatic test as specified in Section 15060, before disinfection. 3.03 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM A. Before starting work, verify system is complete, flushed, and clean. B. Ensure pH of water to be treated is between 7.4 and 7.6 by adding alkali (caustic soda or soda ash) or acid (hydrochloric). C. Inject disinfectant -free chlorine in liquid, powder, tablet, or gas form throughout system to obtain 50 to 80 mg /L residual. D. Bleed water from outlets to ensure distribution and test for disinfectant residual at minimum 15% of outlets. E. Maintain disinfectant in system for 24 hours. F. If final disinfectant residual tests less than 25 mg /L, repeat treatment. G Flush disinfectant from system until residual equals that of incoming water or is Tess than 1.0 mg /L. Do not flush to sewer unless permitted by the local authority. Remove to an offsite disposal area when required. H. Take samples no sooner than 24 hours after flushing from 10% of outlets and from water entry and analyze in accordance with AWWA C601. I. The system will not be accepted until satisfactory test results are obtained. END OF SECTION BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 PART 1 GENERAL 1.01 SECTION INCLUDES A Sinks 1.0 2 RELATED SECTIONS Section 15410 - Plumbing Piping 1.03 REFERENCED STANDARDS SECTION 15440 PLUMBING FIXTURES EQUIPMENT AND TRIM 28 MARCH 1991 ANSI A112.6.1 Supports for Off - the -Floor Plumbing Fixtures for Public Use ANSI A112.18.1 Finished and Rough Brass Plumbing Fixture Fittings ANSI A112.19.3 Stainless Steel Plumbing Fixtures (Designed for Residential Use) ASME American Society of Mechanical Engineers ASHRAE 90A Energy Conservation in New Building Design 1.0 4 QUALITY ASSURANCE A For fixtures and trim: Use products from same manufacturer throughout. B. Codes and standards: Where revisions of pertinent local codes and regulations conflict with this specification, the more stringent provisions govern. 1.0 5 SUBMITTALS A Submit product data for all items in this section according to Section 15010. 1.0 6 DELIVERY, STORAGE, AND HANDLING: Section 15010. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - FIXTURES A American Standard, Kohler, Elkay, or approved. 2.0 2 ACCEPTABLE MANUFACTURERS - FIXTURE TRIM A. American Standard, Kohler, Elkay, or approved. 91025 -01:M 15440 -1 BE &C ENGINEERS 91025 OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 15440-2 SECTION 15440 PLUMBING FIXTURES EQUIPMENT AND TRIM 28 MARCH 1991 2.03 SINK A. Bowl: ANSI A112.19.3; double compartment 29 x 22 x 7 -1/2 -inch deep inside dimensions, 18 -gage, Type 302 stainless steel, self- rimming with undercoating, 3 -1/2 inch crumb cup and stainless steel drain, ledgeback drilled for trim; Elkay Model LR -2922. B. Trim: ANSI A112.18.1; chrome - plated brass supply with swing spout, water economy aerator, double wing handle; chrome - plated 17 -gage brass P -trap and arm with escutcheon; Elkay Model LK -2442 faucet and Model LK -335 drain outlet and strainer. PART 3 EXECUTION 3.01 CONDITIONS A. Inspection: 1. Review millwork Shop Drawings. Confirm location and size of fixtures and openings before rough -in and installation. 2. Verify adjacent construction is ready to receive rough -in work of this section. 3. Verify that plumbing is installed in accordance with pertinent codes, regulations, and Drawings. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Construction Manager. 2. Do not proceed with installation until discrepancies have been resolved. 3.02 INSTALLATION A. Install each fixture with trap, easily removable for servicing and cleaning. B. Provide chrome - plated rigid or flexible supplies to fixture with screwdriver stops, reducers, and escutcheons. C. Install components level and plumb. D. Seal fixtures to counter surface with silicon sealant, color to match fixture. E. Provide individual vent for each fixture. BE &C ENGINEERS 3.04 CLEANING UP OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 SECTION 15440 PLUMBING FIXTURES EQUIPMENT AND TRiM 28 MARCH 1991 Use chrome - plated brass bolts, nuts, and washers where exposed, otherwise use brass or bronze bolts, nuts, and washers. G Do not install fixtures until piping tests are completed. 3.03 CLOSING UNINSPECTED WORK A General: Do not cover or enclose work until it has been inspected and approved. B. Noncompliance: Should work be covered or enclosed before inspections and approvals, uncover the work and, after inspection and approval, make repairs to the approval of the Construction Manager at no additional cost to the Owner. A Before acceptance of the work, thoroughly clean exposed portions of the plumbing installation, remove labels and traces of foreign substance, and clean fixtures with cleaning solution approved by the manufacturer of the plumbing item. Avoid damage to finished surfaces. END OF SECTION 91025 -01:M 15440.3 BE &C ENGINEERS GS :M OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 15890 -1 SECTION 15890 DUCTWORK 28 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Low- velocity ductwork. B. Duct hangers. C. Miscellaneous ductwork materials. D. Leak testing. E. Duct cleaning. 1.02 REFERENCED STANDARDS ASHRAE Handbook: Fundamentals; Duct Construction ASHRAE Handbook: Equipment; Duct Construction ASTM A 90 Weight of Coating on Zinc - Coated (Galvanized) Iron or Steel Articles ASTM A 525 General Requirements for Steel Sheet, Zinc- Coated (Galvanized) by the Hot -Dip Process ASTM E 84 Test Methods for Surface Burning Characteristics of Building Materials SMACNA Low Pressure Duct Construction Standards UL 181 Factory-Made Air Ducts and Connectors 1.03 QUALITY ASSURANCE A. Provide materials by the same manufacturer for all items in this section. 1.04 SUBMITTALS A. Shop Drawings: 1. Duct systems layout and installation: Show access door locations and details. Coordinate with the work of other trades to prevent interferences. 2. Duct systems seams and joints. 3. Duct supports and seismic bracing: Locations and details. B. Test plans: 1. Leakage testing of ductwork. BE &C OFFICE REMODEL SECTION 15890 ENGINEERS BUILDING 7 -600 DUCTWORK SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 C. Product data: 1. Hangers, including upper attachments. 2. Factory- fabricated duct fittings. 1.05 DELIVERY, STORAGE, AND HANDLING: Section 15010 1.06 DEFINITIONS A. Duct sizes: Inside clear dimensions. For lined ducts, maintain clear dimensions inside lining. B. Low velocity: 1. Supply ductwork from outlet of variable volume terminal units to supply diffusers (variable volume systems). 2. Supply ductwork from outlet of air - handling units to supply diffusers (constant volume system). 3. Return and transfer ductwork. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS (Factory - fabricated rigid duct and accessories) A. United McGill, or approved. 2.02 MATERIALS A. General: Noncombustible or conforming to requirements for Class 1 air duct materials, or UL 181. B. Steel ducts: ASTM A 525 galvanized steel sheet, lock- forming quality, having zinc coating of 1.25 oz per sq ft for each side in conformance with ASTM A 90. C. Fasteners: Rivets, bolts, or sheet metal screws. D. Sealant: Nonhardening, water - resistant, fire - resistive, compatible with mating materials; liquid used alone or with tape, or heavy mastic. E. Hanger rod: Steel, galvanized; threaded both ends, threaded one end, or continuously threaded. GS :M 15890 -2 BE &C OFFICE REMODEL SECTION 15890 ENGINEERS BUILDING 7 -600 DUCTWORK SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 2.03 LOW VELOCITY DUCTWORK A. Fabricate and support ductwork in accordance with SMACNA Low Pressure Duct Construction Standards and Schedules A and B in the appendix, except where indicated otherwise. Provide acoustical lining where shown. Provide duct material, gages, reinforcing, and sealing for operating pressures up to 2 inches wg. B. No variation of duct configuration or sizes permitted except by written permission. C. Connect flexible ducts to metal ducts with draw bands. D. Use double nuts and lock washers on threaded rod supports. PART 3 - EXECUTION 3.01 WORKMANSHIP A. Installed as commercial standard construction in conformance with current SMACNA requirements and manufacturer's recommendations, and as further specified in this section. B. Fabrications, fittings, Joints, takeoffs and attachment to sheet metal work to be executed in strict conformance with the manufacturer's latest recommendations. 3.02 OFFSETS IN DUCTWORK A. Drawings do not show all offsets that may be required; provide offset angle as small as possible. B. Offsetting of ductwork will, in general, not be allowed. Pressure drops In the ductwork have been calculated and are based on type of fittings and length of runs shown. If field conditions indicate a better overall installation can be made by changes to lengths of straight ducts, or by minor offsetting, propose such changes to the Engineer for approval. 3.03 ROUTING OF DUCTWORK IN SUSPENDED CEILINGS A. Avoid major structural supports for ceilings and coordinate with work of other trades. Install ductwork in a manner to avoid interference with materials above ceiling. 3.04 COLLARS A. Install around exposed sheet metal work through a wall, slab or ceiling 1 inch wide 18 -gage angle, mitered corners; installed after building construction is in place, same material as ductwork. 3.05 OUTLET LOCATIONS A. Refer to the Architectural Drawings for locations of outlets. GS:M 15890 -3 BE &C ENGINEERS 3.0 6 DUCT FABRICATION A Provide ductwork either shop -, field -, or machine - fabricated; duct hangers, supports, insulation and accessories for the installation of complete duct system. B. The following duct construction schedules are to be followed: 1. Joint construction schedule: Joint Type Identification 3.0 7 DUCT HANGERS Drive Slip A Plan "S" Slip B Hemmed "S" Slip C Bar Slip E Pocket Lock K Pittsburgh Lock N Beaded Sleeve BS Beaded Crimp BC 2. Low velocity - rectangular duct schedule: See Schedule A, attached as an appendix to this section. 3. Low velocity - circular duct schedule: See Schedule B, attached as an appendix to this section. A. Ductwork is to be supported in accordance with recommended details described in SMACNA Standards Low Velocity Duct Construction Standards and High Velocity Duct Construction Standards except as further noted and according to the following horizontal hanger schedules: 1. Low - velocity, high - velocity, and exhaust duct hanger schedule: See Schedules E and F attached as an appendix 10 this section. B. Attachment to structural steel: Provide manufactured C -clamp attachments with seismic - restraint bar, such as Grinnell Fig, 225. Attachment to steel deck Is not allowed. C. Seismic bracing: Provide lateral support to inhibit horizontal motion and sway of ductwork. 3.08 CONSTRUCTION DETAILS A General ductwork 1. Duct branch to main fittings for low- velocity ducts to be constructed according to SMACNA Standards with branch and main duct takeoff throat sized for equal velocity flow. GS:M OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 15890 - 4 SECTION 15890 DUCTWORK 28 MARCH 1991 BE &C OFFICE REMODEL SECTION 15890 ENGINEERS BUILDING 7 -600 DUCTWORK SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 2. Ductwork to be broken diagonally across panel sections. 3. Furnish and install sheet metal doors in ducts where shown on the Drawings and at each other point where required for access. Access is required to dampers, hardware, and controls inside the ductwork. 3.0 9 CLEANING A General 1. Clear debris from work area. Leave work clean, and in first -class condition. 3.10 DUCT SEALING A. General 1. Seal joints Teak -free with 3M brand #900, United Duct Sealer, or approved. Duct tape to be compatible with the sealer so they will cure and bond together. 3.1 1 LEAK TESTING OF LOW - VELOCITY DUCTWORK A. Test duct systems at system operating pressure. B. Inspect each joint for audible leaks. C. Seal leaks so they are airtight. 3.12 FINAL TESTING AND BALANCING OF HVAC SYSTEMS: Section 15990 3.13 SCHEDULES A. Low Velocity - Rectangular Duct Schedule B. Low Velocity - Circular Duct Schedule C. NOT USED D. NOT USED E. Low Velocity, High Velocity, and Exhaust Duct Hanger Schedule (Rectangular) F. Low Velocity, High Velocity, and Exhaust Duct Hanger Schedule (Round) GS :M 15890 -5 LOW VELOCITY - RECTANGULAR DUCT SCHEDULE Minimum Dimension Transverse Reinforcing Angle Longitudinal of Longest Joint Size and Maximum Joint Side of Duct Gage Type Longitudinal Spacing Type (inches) (inches) Through 12 2 6 A, B, K None N 13 - 18 2 4 A, B,1< None N 19 30 2 4 K, C, E 1 x 1 x 1!8 @ 60 oc N SCHEDULE A 91025 -01:M SECTION 15890 - 7 DUCTWORK LOW VELOCITY - CIRCULAR DUCT SCHEDULE USS STEEL GAGE SEAM CONSTRUCTION Duct Spiral Seam Longitudinal Transverse Diameter Duct Seam Duct Joint Type Fittings (inches) (Gage) (Gage) ( Gage) Through 12 2 8 2 6 BC, BS 2 6 13 18 26 24 BC, BS 24 19 28 24 22 BS 22 SCHEDULE B 91025 -01:M SECTION 15890 - 8 DUCTWORK LOW VELOCITY. HIGH VELOCITY. AND EXHAUST DUCT HANGER SCHEDULE RECTANGULAR DUCT MINIMUM HANGER SIZE Minimum Galvanized Steel Dimension of Upper Steel Rod- Strap Maximum Minimum Longest Side Attachment Diameter Width (inches) Spacing No. of Trapeze Size (inches) Rating (inches) and Thickness (feet) Hangers (inches) Through 18 750# 1/4 1 x 16 ga. 1 0 2 1 x 1 x 1/8 19 - 36 1 000# 1 /4 1 x 16 ga. 1 0 2 1 -1/2 x 1 -1/2 x 1/8 SCHEDULE E 91025 -01:M SECTION 15890 - 9 DUCTWORK LOW VELOCITY. HIGH VELOCITY. AND EXHAUST DUCT HANGER SCHEDULg ROUND DUCT MINIMUM HANGER SIZE Minimum Galvanized Steel Duct Upper Steel Rod- Strap Maximum Hanger Diameter Attachment Diameter Width (inches) Spacing No of Ring Size (inches) Rating (inches) and Thickness (feet) Hangers (inches) Through 18 750# 1 /4 1 x 16 ga. 10 1 1 x 16 ga. 19 - 36 1000# 1/4 1 x12ga. 10 1 1 x12ga. SCHEDULE F END OF SECTION 91025 -01:M SECTION 15890 - 10 DUCTWORK BE &C OFFICE REMODEL SECTION 15910 ENGINEERS BUILDING 7 -600 DUCTWORK ACCESSORIES SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Duct access doors and panels B. Fire dampers 1.02 RELATED SECTIONS Section 15010 - Basic Mechanical Requirements 1.03 REFERENCED STANDARDS ASTM E 84 Test Method for Surface Burning Characteristics of Building Materials NFPA 90A Installation of Air Conditioning and Ventilation Systems NFPA 90B Installation of Warm Air Heating and Air Conditioning Systems SMACNA Low Pressure Duct Construction Standards UL 33 Heat Responsive Links for Fire - Protection Service UL 555 Fire Dampers and Ceiling Dampers 1.0 4 QUALITY ASSURANCE A Provide like products by the same manufacturer throughout. 1.05 SUBMITTALS A. Shop Drawings: For custom fabricated assemblies, including fire dampers, duct access doors, and duct transitions. B. Product data: For standard manufactured items. 1.06 DELIVERY, STORAGE, AND HANDLING: Section 15010 PART 2 - PRODUCTS 2.01 DUCT ACCESS DOORS AND PANELS A. Fabricate in accordance with SMACNA Low- Pressure Duct Construction Standards. B. Fabricate rigid and close- fitting doors of galvanized steel with gaskets and quick - fastening locking devices. For insulated ductwork, install minimum 1 inch thickness. GS :M 15910-1 BE &C OFFICE REMODEL SECTION 15910 ENGINEERS BUILDING 7 -600 DUCTWORK ACCESSORIES SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 C. Access doors smaller than 12 inches square may be secured with sash locks. D. Provide two hinges and two sash locks for sizes up to 18 inches square, three hinges and two compression latches with outside and inside handles for sizes up to 24 x 48 inches. Provide an additional hinge for larger sizes. E. Access doors with sheet metal screw fasteners are not acceptable. 2.02 DUCT TEST HOLES A. Cut or drill temporary test holes in ducts as required. Cap with neat patches, neoprene plugs, threaded plugs, or threaded or twist -on metal caps. 2.03 FIRE DAMPERS A. Provide in accordance with NFPA 90A and UL 555. B. Curtain type dampers: Provide stainless -steel closure springs and latches for vertical installations in horizontal ducts. Configure with blades out of airstream except for low- pressure ducts up to 12 inches in height. C. Fusible links: UL 33, separating at 160 °F. PART 3 - EXECUTION 3.01 INSTALLATION A. Install accessories in accordance with manufacturer's instructions. B. Provide fire dampers at locations indicated, where ducts and outlets pass through fire -rated components, and where required by authorities having jurisdiction. Install with required hardware and accessories. C. Demonstrate resetting of fire dampers to authorities having jurisdiction and Owner's representative. D. Provide duct test holes where required for testing and balancing purposes. E. Provide. access door for each fire damper, unless the damper Is otherwise accessible. Locate and size so that fire damper can be inspected, maintained, and reset. Provide removable ceiling hatch, catwalk, or removable ceiling tile as access. END OF SECTION GS :M 15910-2 BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 PART 1 GENERAL 1.01 SECTION INCLUDES A. Diffusers B. Registers and grilles 1.02 RELATED SECTIONS Section 15010 - Basic Mechanical Requirements 1.03 REFERENCED STANDARDS ADC Air Diffusion Council ADC 1062 Certification, Rating, and Test Manual AMCA Air Movement & Control Association AMCA 500 Test Method for Louver, Dampers and Shutters ANSI /NFPA 90A Installation of Air Conditioning and Ventilating Systems ASHRAE 70 Method of Testing for Rating the Air Flow Performance of Outlets and Inlets SMACNA Low Pressure Duct Construction Standard 1.04 QUALITY ASSURANCE A. Test and rate performance of air outlets and inlets in accordance with ADC 1062 and ASHRAE 70. 1.05 REGULATORY REQUIREMENTS A Conform to ANSI /NFPA 90A. 1.06 SUBMITTALS A. Product data. B. Manufacturer's installation instructions. 91025 - 01:M 15936 - 1 SECTION 15936 AIR OUTLETS AND INLETS 28 MARCH 1991 PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - CEILING DIFFUSERS, REGISTER AND GRILLES A. Trane, Titus, Hart & Cooley, or approved. BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 2.02 RECTANGULAR AND SQUARE DIFFUSERS A. Rectangular and square adjustable pattern, stamped, multicore type, 360 - degree pattern with sectorizing baffles where indicated. B. Fabricate of steel with baked enamel off-white finish. C. Provide opposed blade damper and multilouvered equalizing grid with damper adjustable from diffuser face. 2.03 CEIUNG GRID CORE EXHAUST AND RETURN GRILLES A. 1/2 x 1/2 x 1/2 -inch aluminum grid core, baked - enamel finish, off - white. PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturers' instructions. B. Install outlets and inlets where shown on the Architectural Drawings. C. Install diffusers to ductwork with airtight connection. D. Paint ductwork visible behind air outlets and inlets matte black. Section 09900. Provide safety wire vertical support for lay -in type diffusers in ceilings. END OF SECTION 91025 -01:M 15936 - 2 SECTION 15936 AIR OUTLETS AND INLETS 28 MARCH 1991 Refer to suspended BE &C ENGINEERS PART 1 GENERAL 1.01 SECTION INCLUDES A Provide labor, materials, equipment, and services for the modification, service, and calibration of a complete automatic HVAC temperature control system. 1 .02 RELATED PARTS A The controls affect all aspects of the heating, ventilating and air conditioning systems. No attempt has been made to coordinate the furnishing and installing of related parts, like valves and dampers, integral equipment controls, and air -flow measuring devices. Coordinate and supervise the installation, checking, and testing of related parts. 1 .03 BUILDING INTERIOR CONDITIONS A Interruption of existing controls or alarm services will be allowed with prior permission of the Construction Manager. Minimize requests for interruption of operational systems and HVAC controls in occupied areas. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Honeywell, Johnson, Barber Coleman, Robertshaw, Powers, or approved. PART 3 - EXECUTION 3.01 INSTALLATION A. Location of room thermostats shown on Drawings. Mount 5 feet above finished floor. 3.02 FIELD TESTS, CALIBRATIONS, AND INSPECTIONS A Field check each Installed instrument for air and wiring connections. Pressure test, calibrate and adjust for proper operation. B. Check interlock actions for proper operation. C. Automatic dampers and valves to operate smoothly with no sticking or binding of stems, shafts or blades. Units to be capable of positioning to the 100% open, intermediate or closed position at all operating differential pressures. D. Set sensitivity of room thermostats to obtain stable control without hunting or drift, while maintaining desired room temperature within ± 1- 1 /2 °F. 91025-01:M OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 15955 -1 SECTION 15955 PNEUMATIC CONTROL SYSTEMS 28 MARCH 1991 BE &C ENGINEERS 91025-01:M OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 15955.2 SECTION 15955 PNEUMATIC CONTROL SYSTEMS 28 MARCH 1991 E. Perform the final air balancing. Adjust and operate controls on all or parts of the systems to allow checkout and air balance. F. Test and adjust the completed system under operating conditions to design performance. Provide written certification to the Construction Manager upon completion. END OF SECTION BE &C ENGINEERS 91025-01:M OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 15990 -1 SECTION 15990 TESTING, ADJUSTING, AND BALANCING 28 MARCH 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Testing, adjusting, and balancing of air systems. B. Measurement of final operating condition of HVAC systems. 1.0 2 RELATED SECTIONS Section 15010 - Basic Mechanical Requirements 1.0 3 REFERENCED STANDARDS AABC National Standards for Field Measurement and Instrumentation, Total System Balance. ASHRAE Systems Handbook: Chapter 37- Testing, Adjusting, and Balancing. NEBB Procedural Standards for Testing, Balancing and Adjusting of Environmental Systems. 1.04 SUBMITTALS A. Submit test reports. 1.05 REPORT FORMS A. Submit reports on AABC National Standards for Total System Balance forms. B. Include the following information: 1. Title page a. Company name and building number b. Company address c. Company telephone number d. Project name e. Project location f. Project Engineer BE &C SECTION 15990 ENGINEERS OFFICE REMODEL TESTING, ADJUSTING, BUILDING 7 -600 AND BALANCING SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 g. Project Contractor h. Project altitude 2. Instrument list a Instrument b. Manufacturer c. Model d. Serial number e. Range f. Calibration date 3. Air moving equipment a Location b. Manufacturer c. Model d. Air flow, specified and actual e. Static pressure across fan, specified and actual f. Inlet pressure g. Discharge pressure h. Fan RPM 4. Return -air, outside -air data a Identification and location b. Design air flow c. Actual air flow d. Design return air flow e. Actual return air flow 91025 -01:M 15990 -2 BE &C ENGINEERS 91025-01:M OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 f. Design outside air flow g. Actual outside air flow h. Return air temperature i . Outside air temperature j . Design outside- air -to- return -air ratio k. Actual outside - air -to- return -air ratio 5. Electric motors a. Manufacturer b. HP /BHP c. Phase, voltage d. Amperage; nameplate, actual, no load e. RPM f. Service factor g. Starter size, rating, heater elements 6. V -belt drive a Identification and location b. Required driven RPM c. Driven sheave, diameter and RPM d. Belt, size, and quantity e. Motor sheave, diameter and RPM f. Center to center distance 7. Air distribution test sheet a Air terminal number b. Room number and location SECTION 15990 TESTING, ADJUSTING, AND BALANCING 28 MARCH 1991 15990 -3 BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 c. Terminal type d. Terminal size e. Area factor f. Design air flow (maximum and minimum, if applicable) g. Test (final) velocity (maximum and minimum, if applicable) h. Test (final) air flow (maximum and minimum, if applicable) 8. Terminal unit data a Manufacturer b. Type, constant, variable, single, dual duct, fan powered. c. Identification and number d. Location e. Model f. Size g. Minimum static pressure h. Design air flow (maximum and minimum, if applicable) I. Actual air flow (maximum and minimum, if applicable) j . Inlet static pressure 9. Electric duct heater a. Manufacturer b. Identification and number c. Location d. Model e. kW f. Number of stages 91025 - 01:M 15990 - 4 SECTION 15990 TESTING, ADJUSTING, AND BALANCING 28 MARCH 1991 BE &C ENGINEERS 1 .0 6 QUALITY ASSURANCE 91025 - 01; M g. Phase, voltage, amperage h. Test voltage (each phase) i . Test amperage (each phase) j . Air flow, actual k. Temperature rise, actual 10. Cooling coil data a Identification and number b. Location c. Service d. Manufacturer e. Air flow, actual f. Air pressure drop, actual g. Entering air DB temperature, actual h. Entering air WB temperature, actual I. Leaving air DB temperature, actual j. OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 Leaving air WB temperature, actual A. Perform total system balance in accordance with AABC National Standards for Field Measurement and Instrumentation, Total System Balance. B. Final reports to be signed by an officer of the contracting company and the technician performing the work. 1 .07 SEQUENCING AND SCHEDULING A. Sequence work to commence after completion of systems and schedule completion of work before Substantial Completion of Project. 15990-5 SECTION 15990 TESTING, ADJUSTING, AND BALANCING 28 MARCH 1991 BE &C ENGINEERS PART 2 - EQUIPMENT 2.01 GENERAL OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 SECTION 15990 TESTING, ADJUSTING, AND BALANCING 28 MARCH 1991 A. Provide instrumentation necessary and appropriate to perform the work as outlined. Determine the type and number of instruments used by the type of system involved and the number of personnel required to complete the work in the time stipulated. The instruments are to be recently factory calibrated and used with the factory- determined application factors. Calibration to be certified. PART 3 - EXECUTION 3.01 EXAMINATION A. Before commencing work, verify systems are complete and operable. B. Report defects or deficiencies noted during performance of services to the Engineer. C. Promptly report abnormal conditions in mechanical systems or conditions that prevent system balance. D. If you observe that the system cannot be balanced for design reasons, report this immediately to the Engineer. E. Beginning work means acceptance of existing conditions. 3.02 PREPARATION A. Provide instruments required for testing, adjusting, and balancing operations. Make instruments available to the Engineer to facilitate spot checks during testing. 3.03 INSTALLATION TOLERANCES A. Adjust air handling systems to 10% from design figures. 3.04 ADJUSTING A. Adjust work in accordance with Drawing and specification requirements. B. Measure and record HVAC operating conditions. C. Permanently mark settings of dampers, and other adjustment devices allowing settings to be restored. Set and lock memory stops. D. After adjustment, take measurements to verify that balance has not been disrupted or that such disruption has been rectified. 91025 -01:M 15990 -6 BE &C ENGINEERS E. Leave systems in proper working order, replacing belt guards, closing access doors, closing doors to electrical switch boxes, and restoring thermostats to specified settings. F. At final inspection, recheck random selections of data recorded in report. Recheck points or areas as selected and witnessed by the Owner. 3.05 AIR SYSTEM PROCEDURE OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 SECTION 15990 TESTING, ADJUSTING, AND BALANCING 28 MARCH 1991 A. Adjust air handling and distribution systems to provide design supply, return, and exhaust air quantities at site altitude. B. Make air quantity measurements in ducts by Pitot tube traverse of entire cross sectional area of secondary ductwork. C. Measure air quantities at air inlets and outlets. D. Adjust registers, grilles and diffusers to provide required air flow patterns, uniform space temperature and uniform air distribution free from obJectional drafts and noise. Set diffusers for horizontal discharge pattern. E. Use volume control devices to regulate air quantities only to extend adjustments. Do not create objectionable air motion or sound levels. Effect volume control by duct internal devices such as dampers and splitters. F. Vary total system air quantities by adjustment of fan speeds. Provide drive changes required. Vary branch air quantities by damper regulation. G Provide system schematic with required and actual air quantities recorded at each outlet and inlet. H. Measure static air pressure conditions on air supply units, including filter and coil pressure drops, and total pressure across the fan. I. Adjust outside air automatic dampers, outside air, return air, and exhaust dampers for design conditions. J. Where modulating dampers are provided, take measurements and balance at extreme conditions. Balance variable volume systems at maximum air -flow rate, full cooling, and at minimum air -flow rate, full heating. END OF SECTION 91025 -01 :M 15990 -7 BE &C SECTION 16010 ENGINEERS OFFICE REMODEL BASIC ELECTRICAL BUILDING 7 -600 REQUIREMENTS SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Basic electrical requirements specifically applicable to Division 16 in addition to other Division 1 requirements. B. Obtaining electrical permits, paying fees, and arranging for inspections from authority having jurisdiction. 1 .02 PREINSTALLATION CONFERENCE A. Schedule a job meeting for coordinating related work, materials, and techniques. 1. Request presence of Construction Manager, manufacturer's representative installer, and concerned tradespersons. 1.03 SEQUENCING AND SCHEDULING A. Minimize interruption of service. Provide 2 weeks' notice to the Construction Manager when necessary to shut down service to occupied parts of the building. Agree, In writing, upon time satisfactory to concerned parties. Conduct work at night or on weekends as directed and at no extra cost to the Owner. Provide temporary service throughout areas in use by Owner. PART 2 - PRODUCTS 2.01 MATERIAL AND EQUIPMENT A. Provide and install only the specified products of recognized manufacturers. Substitutions are allowed ONLY under provisions of Section 01630 - Product Options and Substitutions. 1. Ensure that equipment Is complete with every part necessary. B. Electrical equipment is required to bear published Underwriters Laboratories, Inc. listed label. Otherwise provide certification from manufacturer that equipment conforms to UL standards. C. Remove rejected or damaged material from site. 2.02 MISCELLANEOUS MATERIALS A. Provide required items necessary for installation and testing procedures. 91025 -01 :E 16010-1 BE &C ENGINEERS PART 3 - EXECUTION 3.01 EXAMINATION A. Verify installation conditions as satisfactory to receive work of the various sections. Do not install until unsatisfactory conditions are corrected. 1. Confirm that installations have been inspected before enclosure within building features, buried, or otherwise hidden from view. Bear costs associated with uncovering or exposing installations or features not previously inspected. 3.02 PREPARATION A Protect surrounding areas and surfaces to prevent damage as work is installed. B. Obtain equipment roughing -in dimensions from approved Shop Drawings or actual measurements. C. Be familiar with the location of other trade's equipment. Eliminate conflicts between electrical installations and their work. Check door swings before installing switch legs. Locate switches on the strike side of doors where possible. 3.03 INSTALLATION A. Install the work as specified and in accordance with The National Electric Code, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. B. Drawings, and riser and other diagrams are schematic only; they do not necessarily show exact physical arrangement of equipment, lengths of wiring, or conduit runs. Base the work on actual field measurements and conditions. C. Coordinate electrical with other trades. 3.04 IDENTIFICATION A. General: Provide nameplates and decals required to properly identify equipment and components in accordance with Section 16195 - Electrical Identification. 1. Panelboards and switchboards: Engraved black phenolic nameplate, 1 -1/2 inches high by 4 inches wide with 2 lines of 1/2- inch -high white letters, as shown on the Drawings. 2. Wires and cables: Provide according to Section 16120 and 16121. END OF SECTION 91025 -01:E OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 16010.2 SECTION 16010 BASIC ELECTRICAL REQUIREMENTS 28 MARCH 1991 BE &C OFFICE REMODEL SECTION 16111 ENGINEERS BUILDING 7 -600 CONDUIT SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Rigid metal conduit and fittings. B. Electrical metallic tubing and fittings. C. Flexible metal conduit and fittings. 1.02 REFERENCED STANDARDS ANSI C80.1 Rigid Steel Conduit, Zinc - Coated ANSI C80.3 Electrical Metallic Tubing, Zinc - Coated ANSI /NEMA FB 1 Fittings and Supports for Conduit and Cable Assemblies FS WW -C -563 Electrical Metallic Tubing FS WW -C -566 Specification for Flexible Metal Conduit FS WW -C -581 Specification for Galvanized Rigid Conduit PART 2 - PRODUCTS 2.01 RIGID METAL CONDUIT AND FITTINGS A Rigid Steel Conduit: ANSI C80.1 2.02 ELECTRICAL METALLIC TUBING (EMT) AND FITTINGS A EMT: ANSI C80.3. galvanized tubing. B. Fittings and conduit bodies: ANSI /NEMA FB 1; steel or malleable iron, compression type. 2.03 FLEXIBLE METAL CONDUIT AND FITTINGS A Conduit: FS WW -C -566; steel B. Fittings and conduit bodies: ANSI /NEMA FB 1 91025 -01:E 1611 1 -1 BE &C OFFICE REMODEL SECTION 16111 ENGINEERS BUILDING 7 -600 CONDUIT SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 PART 3 - EXECUTION 3.01 CONDUIT SIZING, ARRANGEMENT, AND SUPPORT A. Size conduit for conductor type installed or for Type THW conductors, whichever is larger; 1/2 inch minimum size. B. Arrange conduit to maintain headroom and present a neat appearance. C. Route exposed conduit and conduit above accessible ceilings parallel and perpendicular to walls and adjacent piping. D. Maintain minimum 6 -inch clearance between conduit and piping. Maintain 12- inch clearance between conduit and heat sources such as flues, steam pipes, and heating appliances. E. Arrange conduit supports to prevent distortion of alignment by wire - pulling operations. F. Group conduit in parallel runs where practical per Section 16190 with space for 25% additional conduit. G Do not fasten with wire or perforated pipe straps. Remove wire used for temporary conduit support during construction before conductors are pulled. H Identify medium - voltage conduits (voltages greater than 600) by painting exposed conduits with Orange Safety (FSC- 12246) paint. Stencil the legend "HIGH VOLTAGE" in Gloss Black (FSC- 17038) paint at intervals not exceeding 50 feet at visible locations. 3.02 CONDUIT INSTALLATION A Cut conduit square using a saw or pipecutter; deburr cut ends. B. Bring conduit to the shoulder of fittings and couplings and fasten securely. C. Use conduit hubs for fastening conduit to cast boxes, and for fastening conduit to sheet metal boxes in damp or wet locations. D. Install no more than the equivalent of four 90- degree bends between boxes. E. Use conduit bodies to make sharp changes in direction, as around beams. F. Use hydraulic one -shot conduit bender or factory elbows for bends in conduit larger than 2 inch size. Avoid moisture traps where possible; where unavoidable, provide junction box with drain fitting at conduit low point. 91025-01:E 16111.2 BE &C OFFICE REMODEL SECTION 16111 ENGINEERS BUILDING 7 -600 CONDUIT SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 H. Use suitable conduit caps to protect installed conduit against entrance of dirt and moisture. i . Provide No. 12 AWG insulated conductor or suitable pull string in empty conduit, except sleeves and nipples. J. Where conduit penetrates fire -rated walls and floors, seal opening around conduit with UL listed foamed silicone elastomer compound. K. Route conduit through roof openings for piping and ductwork where possible; otherwise, route through roof Jack. L. Coat rigid steel conduit with bitumastic paint where direct buried. 3.03 CONDUIT SCHEDULE A. Concealed or exposed dry interior locations: Rigid steel conduit, or electrical metallic tubing. 91025.01 :E 16111 - 3 END OF SECTION BE &C OFFICE REMODEL SECTION 16115 ENGINEERS BUILDING 7 -600 INDOOR SERVICE POLES SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A Indoor service poles. PART 2 - PRODUCTS 2.01 MANUFACTURERS A Haworth with Hubbell receptacle. B. Substitutions: Under provisions of Section 16010. 2.0 2 INDOOR SERVICE POLES A Indoor service pole: Freestanding surface metal raceway section with fittings, designed to be supported between inverted T grid ceiling suspension system and finished floor, with integral prewired convenience receptacles and separate raceway for telephone cable. PART 3 - EXECUTION 3.01 EXAMINATION A Verify that installation of ceiling suspension system and other work above finished ceiling are completed. 3.0 2 INSTALLATION A. Neatly cut openings in ceiling panels. B. Attach foot and top clamp in accordance with manufacturer's instructions. C. Install trim plate to enclose ceiling panel opening. D. Install poles plumb. END OF SECTION 91025-01:E 161 1 5.1 BE &C OFFICE REMODEL SECTION 16120 ENGINEERS BUILDING 7 -600 WIRE AND CABLE SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Building wire B. Wiring connections and terminations 1.02 REFERENCED STANDARDS NEMA WC 3 Rubber - Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy NEMA WC 5 Thermoplastic - Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy PART 2 - PRODUCTS 2.01 BUILDING WIRE A. Thermoplastic- insulated building wire. NEMA WC 5. B. Rubber - Insulated building wire: NEMA WC 3. C. Feeders and branch circuits larger than 6 AWG: Copper stranded, conductor, 600 volt insulation, THHN, THWN. D. Feeders and branch circuits 6 AWG and smaller: Copper conductor, 600 volt insulation, THHN, THWN, stranded conductor. PART 3 - EXECUTION 3.01 GENERAL WIRING METHODS A. Use wire no smaller than 12 AWG for power and lighting circuits, and wire no smaller than 14 AWG for control wiring. B. Use 10 AWG conductor for 20- ampere, 120 -volt branch circuit home runs longer than 75 feet, and for 20- ampere, 277 -volt branch circuit home runs longer than 200 feet. C. Place an equal number of conductors for each phase of a circuit in same raceway or cable. D. Splice only In junction or outlet boxes. 91025 -01:E 16120-1 BE &C ENGINEERS 91025.01:E OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326. 91025 -TS -01 16120 -2 SECTION 16120 WIRE AND CABLE 28 MARCH 1991 E. Neatly train and lace wiring inside boxes, equipment, and panel boards. F. Use equal conductor lengths for parallel circuits. 3.02 WIRING INSTALLATION IN RACEWAY A Pull all conductors into a raceway at the same time. Use UL- listed wire - pulling lubricant for pulling 4 AWG and larger wires. B. Install wire in raceway after interior of building has been protected from the weather and mechanical work likely to injure conductors has been completed. C. Completely and thoroughly swab raceway system before installing conductors. 3.03 WIRING CONNECTIONS AND TERMINATIONS A. Splice only in accessible junction boxes. B Use solderless pressure connectors with insulating covers for copper wire splices and taps, 8 AWG and smaller. For 10 AWG and smaller, use insulated spring wire connectors with plastic caps. C. Use split bolt connectors for copper wire splices and taps, 6 AWG and larger. Tape uninsulated conductors and connectors with electrical tape to 150% of the insulation value of conductor. D. Thoroughly clean wires before installing Tugs and connectors. E. Make splices, taps and terminations to carry full capacity of conductors without perceptible temperature rise. F. Terminate spare conductors with electrical tape. 3.04 FIELD QUAUTY CONTROL A. Field inspection and testing will be performed under provisions of Section 01700. B. Inspect wire and cable for physical damage and proper connection. C. Torque test conductor connections and terminations to manufacturer's recommended values. D. Perform continuity test on all power and equipment branch circuit conductors. Verify proper phasing connections. BE &C OFFICE REMODEL SECTION 16120 ENGINEERS BUILDING 7 -600 WIRE AND CABLE SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 3.05 WIRE AND CABLE INSTALLATION SCHEDULE A. Use building wire in raceways for concealed and exposed interior locations, above accessible ceilings, in wet or damp interior locations, in exterior locations, and underground. END OF SECTION 91025 -01:E 16120 -3 BE &C OFFICE REMODEL SECTION 16130 ENGINEERS BUILDING 7 -600 BOXES SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Wall and ceiling outlet boxes B. Pull and junction boxes 1.02 RELATED SECTIONS Section 16141 - Wiring Devices 1.03 REFERENCED STANDARDS ANSI /NEMA OS 1 Sheet -Steel Outlet Boxes, Device Boxes, Covers and Box Supports NEMA 250 Enclosures for Electrical Equipment (1000 V maximum) PART 2 - PRODUCTS 2.01 OUTLET BOXES A. Sheet metal outlet boxes: ANSI /NEMA OS 1; galvanized steel, with 1/2 inch male fixture studs where required. 2.02 PULL AND JUNCTION BOXES A. Sheet metal boxes: ANSI /NEMA OS 1; galvanized steel. PART 3 - EXECUTION 3.01 COORDINATION OF BOX LOCATIONS A. Provide electrical boxes as shown on Drawings, and as required for splices, taps, wire pulling, equipment connections, and code compliance. B. Electrical box locations shown on Contract Drawings are approximate unless dimensioned. Verify location of floor boxes and outlets in offices and work areas before roughing in. C. Locate and install boxes to allow access. Where installation is inaccessible, coordinate locations and sizes of required access doors with Section 08305. D. Locate and install to maintain headroom and to present a neat appearance. 91025.01:E 16130 -1 BE &C ENGINEERS 91025.01 :E OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 3.02 OUTLET BOX INSTALLATION A. Do not install boxes back -to -back in walls. Provide minimum 16 inch separation, except provide minimum one stud separation in acoustic -rated walls. B. Provide knockout closures for unused openings. C. Support boxes independently of conduit, except for cast boxes that are connected to two rigid metal conduits, both supported within 12 inches of box. D. Use multiple -gang boxes where two or more devices are mounted together; do not use sectional boxes. Provide barriers to separate wiring of different voltage systems. E. Install boxes in walls without damaging wall insulation. F. Coordinate mounting heights and locations of outlets mounted above counters, benches, and backsplashes. H. H Position outlets to locate luminaires as shown on reflected. ceiling plans. In inaccessible ceiling areas, position outlets and junction boxes within 6 inches of recessed luminaire, to be accessible through luminaire ceiling opening. Provide recessed outlet boxes in finished areas; secure boxes to interior wall and partition studs, positioning accurately to allow for surface finish thickness. Use stamped steel stud bridges for flush outlets in hollow stud wall and adjustable steel channel fasteners for flush ceiling outlet boxes. Align wall - mounted outlet boxes for switches, thermostats, and similar devices. END OF SECTION 16 SECTION 16130 BOXES 28 MARCH 1991 BE &C ENGINEERS PART 1 GENERAL 1.01 SECTION INCLUDES A. Wall switches B. Receptacles C. Device plates and box covers 1.02 REFERENCED STANDARDS FS W -C -596 Electrical Power Connector, Plug, Receptacle, and Cable Outlet. FS W -S -896 Switch, Toggle. NEMA WD 1 General- Purpose Wiring Devices. NEMA WD 2 Semiconductor Dimmers for Incandescent Lamps. NEMA WD 5 Specific- Purpose Wiring Devices. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - WALL SWITCHES. A. Hubbell. B. Bryant. C. Crouse - Hinds. D. Leviton. E. Pass Seymour /Sierra. F. Substitutions: Under provisions of Section 16010. 2.02 WALL SWITCHES A. Wall switches for lighting circuits: NEMA WD 1, AC specification grade, quiet type, snap switch with toggle handle, rated 20 amperes and 277 volts AC. Handle: Plastic, set vertically; style and color as indicated on the Drawings or as directed by the Construction Manager. Terminals: Screw /clamp type, with side and back access. Poles: Single pole, double pole, 3 -way, 4 -way, or locking type as indicated on Drawings. 91025 -01 :E OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 16141 -1 SECTION 16141 WIRING DEVICES 28 MARCH 1991 BE &C OFFICE REMODEL SECTION 16141 ENGINEERS BUILDING 7 -600 WIRING DEVICES SPEC. NO. 326 - 91025 -TS -01 28 MARCH 1991 2.03 ACCEPTABLE MANUFACTURERS - RECEPTACLES A. Hubbell B. Bryant C. Pass Seymour /Sierra D. Substitutions: Under provisions of Section 16010. 2.04 RECEPTACLES A Convenience and straight -blade receptacles: NEMA WD 1. B. Convenience receptacle configuration: NEMA WD 1; Type 5 -15 R, ivory plastic face. 2.05 ACCEPTABLE MANUFACTURERS -WALL PLATES A Sierra Electric B. Bell Manufacturing C. Substitutions: Under provisions of Section 16010. 2.0 6 WALL PLATES A. Decorative cover plate: Ivory, smooth plastic, 2 -3/4 inches in width for receptacles and switches. B. Attachment screws: Color to match respective device plate. PART 3 - EXECUTION 3.01 INSTALLATION A. Install wall switches 48 inches above floor, OFF position down. B. Install convenience receptacles 18 inches above floor, grounding pole on bottom. C. Corridor convenience receptacles: Hospital Grade. D. Install decorative plates on switch, receptacle, and blank outlets in finished areas. E. Install galvanized steel plates on outlet boxes and Junction boxes in unfinished areas, above accessible ceilings, and on surface - mounted outlets. F. Install devices and wall plates flush and level. END OF SECTION 91025 -01:E 16141 -2 BE &C OFFICE REMODEL SECTION 16149 ENGINEERS BUILDING 7 -600 LOW- VOLTAGE SWITCHING SPEC. NO. 326- 91025 -TS -01 28 MARCH 1991 PART 1 GENERAL 1.01 SECTION INCLUDES A. Power supplies B. Control equipment and enclosures C. Switches 1.02 RELATED SECTIONS Section 16120 - Wire and Cable: Low voltage cable. Section 16160 - Cabinets and Enclosures 1.03 REFERENCED STANDARDS ANSI /NFPA 70 National Electrical Code PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Low voltage switches: Pass & Seymour /Sierra Model 1091 -1, NO SUBSTITUTION. B. Substitutions: Under provisions of Section 16010. 2.02 COMPONENTS A. Power supply: ANSI /NFPA 70; Class 2 energy limited. 277/24 Volt transformer, rated 75 VA momentary, 40 VA continuous, with silicon rectifier rated 20 amperes intermittent, 7.5 amperes continuous, 30 VAC, 100 PRV. B. Low voltage relays: Heavy -duty, two -coil momentary- contact -type remote control relays with contacts rated 20 Amperes at 277 Volts and with isolated and non - isolated pilot contacts where indicated. Include clamp type screw terminals for line voltage connections. C. Switches: Momentary contact, three - position switches, interchangeable type, compatible with standard interchangeable device mounting straps and waliplates. Ivory color, rated 15 amperes at 120 VAC, with marked ON (up) and OFF (down) positions. Include clamp -type screw terminals. D. Key switches: Match nonkey switch. 91025 -01:E 16149 -1 BE &C ENGINEERS Switches with pilot lamp: Momentary contact, three - position rocker type, ivory color, rated 3 amperes at 25 VAC, with integral red pilot Tight. F. Switch plates: Type 302 satin finish stainless steel, at least 0.040 inch thick. Interchangeable device type: one or two, single -gang, 2.75 inches by 4.5 inches. Matching mounting screws. G Cabinets and enclosures: Shop fabricated and wired in accordance with Section 16160. Include appropriate barrier strips for mounting relays and separating energy- limited wiring from line - voltage wiring. Include knockouts for relay mounting. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that surfaces are ready to receive work. B. Verify field dimensions are as shown on Drawings. C. Verify that required utilities are available, in proper location, and ready for use. D. Beginning of installation means installer accepts existing conditions. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Use copper conductor building wire (sized as shown on Drawings) in conduit for low voltage wiring. END OF SECTION 91025.01:E OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 SECTION 16149 LOW- VOLTAGE SWITCHING 28 MARCH 1991 BE &C ENGINEERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Nameplates and tape labels. B. Wire and cable markers. C. Conduit color coding. PART 2 - PRODUCTS 2.01 MATERIALS A. Nameplates: Engraved three -layer laminated plastic, black letters on a white background. B. Tape labels: Embossed adhesive tape, with 3/16 inch white letters on black background. C. Wire and cable markers: Cloth markers, split sleeve or tubing type. PART 3 - EXECUTION 3.01 INSTALLATION A. Degrease and clean surfaces to receive nameplates and tape labels. B. install nameplates and tape labels parallel to equipment lines. C. Secure nameplates to equipment fronts using screws or rivets. Adhesives are not acceptable. Secure nameplate to inside face of recessed panelboard doors in finished locations. D. Use embossed tape only for identification of individual wall switches and receptacles, and control device stations. 3.02 WIRE IDENTIFICATION A. Provide wire markers on each conductor in panelboard gutters, pull boxes, outlet and junction boxes, and at load connection. Identify with branch circuit or feeder number for power and lighting circuits, and with control wire number as indicated on schematic and interconnection diagrams or equipment manufacturer's Shop Drawings for control wiring. 91025 -01:E OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 16195 - 1 SECTION 16195 ELECTRICAL IDENTIFICATION 28 MARCH 1991 BE &C ENGINEERS B. Wire color coding: 1. Color code wiring as indicated below: SYSTEM CONDUCTORS A B C Neutral 208Y/120 Volts Black Red Blue White 480Y/277 Volts Brown Orange Yellow Gray 2. Insulated ground conductors: Green. 3. Isolated ground conductors: Green with a yellow trace. C. If large conductors cannot be purchased with the correct insulation color, color code the conductors with wire and cable markers of the appropriate color. Completely encircle the conductor with color coding for a minimum length of 6 inches. 3.03 NAMEPLATE ENGRAVING SCHEDULE A Provide 1-3/4 inch high by 5 inches wide nameplates to identify all electrical distribution and control equipment. Letter height: 1/2 inch for distribution and control equipment identification B. See example in this section. 3.04 RECEPTACLE IDENTIFICATION A Provide tape labels on receptacle cover plates. Indicate panel and circuit breaker number feeding device. 3.05 CONDUIT COLOR CODING SCHEDULE A Coordinate color of paint with Section 09900 - Painting to identify conduit by system. B. Primary distribution system: 13.8 kV - See Sections 16111 and 16121. 91025.01:E OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 16195-2 SECTION 16195 ELECTRICAL IDENTIFICATION 28 MARCH 1991 BE &C ENGINEERS 7/8 7/8" "I 1/4" BEVELED EDGE PANEL K10 1 480V, 3 PHASE 3W, 60HZ FROM BREAKER #18 SUBSTATION #1 4 -1/2" NOTE: LETTERING ON FIRST LINE IS 3/8" HIGH. ALL OTHER LINES OF LETTERING ARE 1/8" HIGH WITH 1/8" SPACING BETWEEN LINES. TYPICAL NAMEPLATE NOT TO SCALE FIGURE 1 END OF SECTION •C=HI- 1/4" 1/8" HOLE FOR POP RIVETS (TYPICAL) 91025 -01:E OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 16195 - 3 SECTION 16195 ELECTRICAL IDENTIFICATION 28 MARCH 1991 BE &C ENGINEERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Lamps B. Ballasts PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - LAMPS A. General Electric B. Sylvania 2.0 2 LAMPS A Fluorescent lamps: 40 watt, Cool White. 2.0 3 ACCEPTABLE MANUFACTURERS - FLUORESCENT BALLASTS A Advance B. Universal C. Substitutions: Under provisions of Section 01630. 2.0 4 FLUORESCENT BALLASTS A Fluorescent ballasts: ANSI C82.1; high power factor, low- energy type. PART 3 - EXECUTION 3.01 INSTALLATION A. Install lamps In luminaires and lamphoiders. Remove eixsting luminaires indicated. Install new ballasts, new lamps, new louvers as indicated. Reinstall as indicated. B. Install recessed luminaires to permit removal from below. Install grid clips. C. Lay in troffers to have additional support, attached to building structure independently from ceiling. 91025.01:E OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326 - 91025 -TS -01 16510-1 SECTION 16510 LIGHTING FIXTURES 28 MARCH 1991 BE &C ENGINEERS 91025 -01:E OFFICE REMODEL BUILDING 7 -600 SPEC. NO. 326- 91025 -TS -01 16510 -2 SECTION 16510 LIGHTING FIXTURES 28 MARCH 1991 3.0 2 ADJUSTING AND CLEANING A. Align luminaires and clean lenses and diffusers at completion of Work. Clean paint splatters, dirt, and debris from installed luminaires. B. Touch up luminaire finish at completion of work. END OF SECTION BE &C ENGINEERS PART 1 GENERAL 1.01 SECTION INCLUDES A. Fire alarm and smoke detection systems. 1.02 RELATED SECTIONS Section 15330 - Wet -Pipe Sprinkler System Section 16120 - Wire and Cable 1.03 REFERENCED STANDARDS NFPA 72A Installation, Maintenance, and Use of Local Protective Signaling System for Guard's Tour, Fire Alarm, and Supervisory Service. NFPA 72E Automatic Fire Detectors. NFPA 72G Notification Appliances for Protective Signaling Systems. NFPA 72H Guide for Test Procedures for Protective Signaling Systems. 1.04 REGULATORY REQUIREMENTS A. SYSTEM: UL listed. B. Conform to Boeing Fire Protection Engineering requirements. C. City of Tukwila Ordinance #1528. 1.0 5 SYSTEM DESCRIPTION A. Alarm system: Automatic smoke alarm system. B. System supervision: Provide electrically- supervised system, with supervised alarm initiating and alarm signaling circuits. Occurrence of single ground or open condition in initiating or signaling circuit places circuit in TROUBLE mode. Component or power supply failure places system in TROUBLE mode. Occurrence of single ground or open condition on alarm initiating circuit does not disable that circuit from transmitting in ALARM. C. Single detector sequence of operation: Actuation of a single automatic initiating device causes system to enter ALERT, which includes the following operations: 1. Sound local alarm signaling device, consisting of a panel mounted buzzer. 2. Indicate alert condition with pilot light on control panel. GS :E OFFICE REMODEL BUILDING 7 -600 SPEC . NO. 326 - 91025 -TS -01 16720 -1 SECTION 16720 SMOKE DETECTION AND ALARM SYSTEMS 28 MARCH 1991 BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC . NO. 326 - 91025 -TS -01 1.07 SUBMITTALS A In accordance with City of Tukwila Ordinance #1528. 1.08 PROJECT RECORD DRAWINGS A Submit as- builts. B. Include location of end -of -line devices. GS:E 16720 -2 SECTION 16720 SMOKE DETECTION AND ALARM SYSTEMS 28 MARCH 1991 D. Cross -zone detector sequence of operation: Actuation of two cross -zoned automatic initiating devices causes system to enter ALARM, which includes the following operations: 1. Sound local alarm signaling device, consisting of a panel - mounted horn. 2. Indicate alarm condition with flashing pilot light on control panel. E. Alarm reset: Key - accessible RESET function resets alarm system out of ALARM if alarm initiating circuits have cleared. F. Trouble sequence of operation: System trouble, including grounding or open circuit of supervised circuits, or power or system failure causes system to enter TROUBLED mode, including the following operations: 1. Visual and audible trouble alarm by zone at control panel. 2. Manual ACKNOWLEDGE function at control panel silences audible trouble alarm; visual alarm is displayed until initiating trouble is cleared. G Lamp test: Manual LAMP TEST function causes alarm indication at each zone at fire alarm control panel. H. Zoning: As shown on Drawings. 1.06 QUALIFICATIONS A Manufacturer: Company specializing in smoke detection and fire alarm systems with three years of experience. B. Installer: Company specializing in smoke detection and fire alarm systems with three years of experience as a fire alarm installing contractor. BE &C ENGINEERS GS :E OFFICE REMODEL BUILDING 7 -600 SPEC . NO. 326 - 91025 -TS -01 16720.3 SECTION 16720 SMOKE DETECTION AND ALARM SYSTEMS 28 MARCH 1991 1 .0 9 OPERATION AND MAINTENANCE DATA A. include operating instructions, and maintenance and repair procedures. B. include manufacturer representative's letter stating that system is operational. 1.1 0 EXTRA MATERIALS A. Provide two keys of each type. B. Provide one smoke detector. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Honeywell B. Pyrotronics C. Standard Electric Time 2.02 FIRE ALARM AND SMOKE DETECTION CONTROL PANEL A. Control panel: Modular construction with surface wall- mounted enclosure. B. Power supply: Adequate to serve control panel modules, remote detectors and alarm signaling devices. Include battery- operated emergency power supply with capacity for operating system in standby mode for 24 hours followed by alarm mode for 5 minutes. C. Detection circuits: Supervised zone module with alarm and trouble indication. D. Signal circuits: Supervised signal module, sufficient for signal devices connected to system. E. Municipal trip circuit: Provide output connections for future use. F. Auxiliary relays: Provide sufficient SPDT auxiliary relay contacts for each detection zone to provide accessory functions specified. G Provide TROUBLE ACKNOWLEDGE, and ALARM SILENCE switch. BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC . NO. 326- 91025 -TS -01 SECTION 16720 SMOKE DETECTION AND ALARM SYSTEMS 28 MARCH 1991 2.03 INITIATING DEVICES A. Ceiling mounted smoke detector: NFPA 72E; ionization type with adjustable sensitivity, plug -in base, auxiliary relay contact, and visual indication of detector actuation, suitable for mounting on 4 -inch outlet box. Four -wire detector with separate power supply and signal circuits. Suitable for operation on existing control panel 12 volt DC power supply. 2.04 SIGNALING DEVICES A. Alarm lights: NFPA 72G; strobe lamp and flasher with red lettered FIRE on white Tens. B. Alarm horn: NFPA 72G; surface type fire alarm horn. Sound rating: 87 dB at 10 feet. C. Devices to be suitable for operation on existing control panel 12 volt DC power supply. PART 3 - EXECUTION 3.01 INSTALLATION A. Install system in accordance with manufacturer's Instructions. B. Install audible and visual signal devices as shown on Drawings. C. Use 18 AWG minimum size conductors for fire alarm detection and signal circuit conductors. Install wiring in conduit. D. Mount end -of -line device in box with last device. E Automatic detector installation: NFPA 72E. 3.0 2 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01410. B. Test in accordance with Boeing Fire Department requirements. 3.03 MANUFACTURER'S FIELD SERVICES A. Include services of [certified] technician to supervise installation, adjustments, final connections, and system testing. GS:E 16720.4 BE &C ENGINEERS OFFICE REMODEL BUILDING 7 -600 SPEC . NO. 326 - 91025 -TS -01 SECTION 16720 SMOKE DETECTION AND ALARM SYSTEMS 28 MARCH 1991 3.04 FIRE ALARM WIRE AND CABLE COLOR CODE A. Provide fire alarm circuit conductors with color coded insulation, or use color coded tape at each conductor termination and in each junction box as follows: 1. Power branch circuit conductors: Black, red, white. 2. Initiating device circuit: Black, red. 3. Detector power supply: Violet, brown. 4. Signal device circuit: Blue (positive), white (negative). END OF SECTION GS :E 16720 -5 PROJECT: 61'l14% '^ �,1 • PERMIT NO. CO I ��77�� S� uv ADDRESS: (0 I 1 It ` w r DATE CALLED: TYPE INSPECTION + t' ` � DATE WANTED: 1 7" ° i j , SPECIAL INSTRUCTIONS: - i ' I , ,- REQUESTER: PHONE NO.: "l O / 7qi ' G I INSPECTION RESULTS /COMMENTS:'-- _._ .`'- U 1 1 meenCrTAR• i/71,,J i 1 AAi II ATC• ri 7 U CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD / 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: I y, - # % PERMIT NO. SITE ADDRESS: I atIMITINT JIM DATE CALLED: 7-0 ,, ,-4 / TYPE OF INSPECTION: ✓L 1 . A r MIIIIIIIIIIIIIIIIIIIIIIII DATE WANTED: -- ' ' - SPECIAL. INSTRUCTIONS: REQUESTER: -j J _,� .J PHONE NO.: OD.- - 51 INSPECTION RESULTS /COMMENTS: Ni f ittS1/a"O- S'— CS -6 -tee t■WrIC E INSPECTOR: l� '`-' ' DATE: 7 23 TI CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 C �s INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF TUKWILA Building Division 6200 Southcentar Blvd. Tukwila, WA 98188 433.1845 Signed Permit No (e5 "Z/Z3 /e ( Job Address (POO Alves - e� - w• ( CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. of P ,JPs‘-- AP P aavv'1 co -- 11- Kg_ wyrt_c _ t R.T°K- . N STAr� LirrcA 0 NI va- V-worL. E i_er . / rd w\ Building Official /Inspector PROJECT: . 1- (" CRn i PERMIT NO. D C s DATE CALLED: -'(1 "-1 SITE ADDRESS: i O / littLitL1,w TYPE OF INSPECTION: ' 0).4rtL / 1 DATE WANTED: '" "0.- -O7 / W. , SPECIAL INSTRUCTIONS: �j► Ap .4 REQUESTER p h p-L6ZX I Y I, ) ' ,l PHONE NO.: ../ 40, - „ _ .� / �' J O ■ , ' INSPECTION RESULTS /COMMENTS: %- r" _ r CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukw la Washington 98188 Di7CTOR! / • t _D .- ti7A �il.� f]ATP. 7,. 1 _G 1 PROJECT: 0,0 ,....,_ii 0 • ■ o / 4 PERMIT NO. : i SITE ADDRESS: 000 fi; el 1 ' flit X 1 / 4 DATE CALLED: 7 -- q— c 1 TYPE OF INSPECTION: DATE WANTED: 7 i q 1 SPECIAL INSTRUCTIONS: REQUESTER: ) PHONE NO.: g 33'0/ INSPECTION RESULTS/COMMENTS: 1 L..A. - t c. - --- K-4 ATA:t.tArA j� r - , i lli&yi , ‘ -......-.4 ' , 0 A ‘ V 1•10 • „,r''.'"f,..'''..S;:L.Ct:P.--- 11 AT • "1 _ i CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 11 • O M PERMIT N0. • ∎ SITE ADDRESS: , _Ant t 1'l►.' A , MN DATE CALLED: • ^' ZD TYPE OF INSPECTION: • , # irMirmiI'� DATE WANTED: y — 2/ -- ' ,j� SPECIAL INSTRUCTIONS: 1 REQUESTER: ► J� v"...,_ PHONE NO.: . 3c- 4 3- Qaa INSPECTION RESULTS /COMME „F E- ` 2, 2 e 46vv4� . o ..47 c v f3"3 a c vl 7.! f (Lb v'.. 0 70 r J:( A 2.C_, (hi A IJ. W It't -�� At-JO i)-e 0 r 1 1 iJ TUE (.D 1.117`( AXE 'A AvZ‹ C.Kh.4G0.7 'it) I 1-ka • A • S'.11 -P. tiv A El.1 i'vt it--e6L. '\ (C/t_i l ?.) C s5.x - c_'t'o -- ( so I. L I N W.ST1 G ATE 71 t- <•E'19 Co (L.. A e L c.,, ,,, 15% 4:7 '1 G VZ4J UCi k- t N P1 P i n1 C . 1 t= ) t T fr-6 0- n, t'tiJ .S < IJ tt...- CA-t3 (n; r,;' k 'x t S'P N INSPECTOR: i. DATE: 1 s \ \ CITY OF TUKWILA Dept of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: • # ' I (0 PERMIT NO. ': 1 SITE ADDRESS: (5) e ll►V ° W DATE CALLED: LQ- t0 - q) TYPE OF INSPECTION: ,...)U J I • • 0,11 ` 0 DATE WANTED: REQUESTER: #�� . ispUan t 1 SPECIAL INSTRUCTIONS: PHONE NO.: '"' "— 03 9a INSPECTION RESULTS /COMMENTS: j „ „ ,) .0 _ .. __.-0 ,. - r r� - r , 7% . "fie / / iuonni rne. / n. - ,. 44 -, s ....r.._ _ ri 1 CRY OF T'UKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF TUKWILA Building Division 6200 Southcanter Blvd. Tukwila, WA 98188 433-1845 6-2-0-el/ Job Address .c2C2:5 API ) CA>, CORRECTION NOTICE he following items are found to be in violation of Ordinance (..),(gC-- and shall be corrected. / fi er - Permit No.. 6561_ Date Build g Official/Inspect r PROJECT: OP ' 1 C r 1 7 PERMIT NO. . 1 SITE ADDRESS: 0 i DATE CALLED: t` i — q TYPE OF INSPECTION: W aV\ O*j Y • V -e i DATE WANTED: p —Q tYq) am. SPECIAL INSTRUCTIONS: REQUESTER: -<.,(> v I f mom. PHONE NO.: --0-5°.. INSPECTION RESULTS /COMMENTS: — A■ , i III dIIMIMPRNEPIEPPPUIPMIIIP __ --- ,_ — 2 0z _... 4/111111111111111111 INSPECTOR: ANEW ,/,v, DATE: o.---2'?) - , CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 Y ` INSPECTION ' RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PERMIT NO. i Ira PROJECT: r ; 0 , „ i; . 1 SITE ADDRESS: , O © ' AT I % DATE CALLED: - -- -- TYPE OF INSPECTION: I_ ��� y DATE WANTED: --• i — All INSTRUCTIONS: REQUE i.. ..... PHONE NO.: 0 • _ _ INSPECTION RESULTS /COMMENTS: rC.esoj12_.._ 19 - ,r0 t,,,rJCvkC, - nP • • 1.1,1 „ AX S 3 P P AWv� 2 '-'i , VI ni A C cam" ,'L C' C.c Z.. ►2e -G &1- /n2 r! sPaz. Tt.a n) S Thel ,i - . CAN r runt- N 'GT . b rJ g t TE • ("("i6-1-L- r-)/ C.isJC A-i ( r r o -C.. ,3'- Ndtn.l -o 6E G C. U. IVLtr S. (W CA J Ft (2-441 i Cr:: U„ t Tai i-11.1-(Q t . SP 67( S . CA •,) - , --- g- . n. S TO S w / F " S('. a'vc_ Cam, Th ' ( o . C . INSPECTOR: t_C3 =' DATE: - - R / CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Gary L. VanDusen, Mayor Project Name Li • Address /[/- Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ( Control No. // /- ""---/ Permit No. t- 5 / ,,... /L F92 Auth ized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM TO; 1L-E.. ' ► 'pct , 7 -- 600 -rr PaelmdS6,31 FROM: .1b?4'Go DATE: Z. G 1 SUBJECT: 1 E.Q %StOltt 464 eoci x . TY.c114 CoC.(F. R%141 al 7-A.7) FM Crcu .(T ,44) og ,, LI6E , ---- , pG,44 ""Cori e 5 ' <raw 'f /5 ` J rzei! ' off - Ab Apt/2. 4-Piagoo&r zgos 4pp/77061,4-& /J/) zz7 t 1.- 2 Po:ka 4,-50.0D RQ-CP 'Apt At op&ci ARCHITECT OR ENGINEER PERMIT NUMBER 1!�� PLAN CHECK NUMBER SUBMI'I"I'ED TO: 15C)b CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 a� (If previously issued) 2-- "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA JUN 24 1991 PERMIT CENTER * * REVISION SUBMITTAL * * DATE v 2 �( >�^ PROJECT NAME liaC-14l7 ! 6C)7) ADDRESS e ?(% 11 2rn 21 <2 CONTACT PERSON ( _�6 LJ 1 A �� PHONE 3 Z f 1 TYPE OF REVISION: / /9120 2 // 'l/ / r l — %/O71/ r- Room 2 c)3 tA goom wrrowti tFoom sa,6 05-6 04, pdJ &7T'GAAJ 2 Cf u 1 7t S /S NOT 4 lrz7/ AJ 7 76 71 4/C) /7( /i j c» / 7/7 VUI47/01 / SHEET NUMBER(S) 2/10 /61Z0/0 ) 2.A 22o 4 3c0 3 5�.� CITY OF TUKWILA ri2110 SOUTNCa NTE'R ROME IPA RI). TUKll'l.A, WASIUNGTON 08188 Plan Check #91 -092: Boeing #7 -600 600 Andover Pk W THE FOLLOWING COMMENTS APPLY TO AND BECOME PLANS UNDER TUKWILA BUILDING PERMIT NUMBER PIIONK p (206)433.1800 Gury L. l'un/)usen, Alayor 7 F THE APPROVED 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 7. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 8. Readily accessible access to roof mounted equipment is required. 9. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 10. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). Boeing #7 -600 Page 2 11. Exit illumination with emergency power source is required per U.B.C. Section 3313 (a) and (b). 12. Conference room 203: Occupant load capacity shall be posted in accordance with U.B.C. Section 3302 (c). 13. Lobby 100 and 200 shall be separated by 1 -hour fire resistive construction from all other office areas. 14. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. PLAN REVIEW COMMENTS Plan Check No.: Rt ° OZ Project: No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS ka V IQ cca3 a 3". 11 uIg a si 4 (No 6. p -) T r{-' s 0 E tu x 0 1 Q o a wto 1 §' CI § LAC N2 g I II A 0 i to J pi 0 1 11 ' b Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). . All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be Laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). G a 1 ij 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform g . 3 Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 '4 Edition). ID g 18. All food preparation establishments must have King County Health (la a Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by J 4J. calling King County Health Department, 296 -4787, at least three working J days prior to desired inspection date. On work requiring Health i Department approval, k Is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All g a materials shall bear Identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Q N 20. Notify the City of Tukwila Building Division prior to placing any concrete. .2 This procedure is in addition to any requirements for special inspection. 4 V Sui 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 Ft-A (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation Slab /Slab Insulation 4. Shear Wall Nailing I 3. 5. Roof Sheathing Nailing 6. Masonry Chimney 04 411 7. Framing 8. Insulation ` 4 9. Suspended Ceiling Wall Board Fastening 11. III 10. 12. 13. 41 14. Fire Final 15. Planning Final 0 16. Public Works Final 17. Building Final PLAN REVIEW COMMENTS Plan Check No.: Rt ° OZ Project: No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS ka V IQ cca3 a 3". 11 uIg a si 4 (No 6. p -) T r{-' s 0 E tu x 0 1 Q o a wto 1 §' CI § LAC N2 g I II A 0 i to J pi 0 1 11 ' b Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). . All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be Laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). G a 1 ij 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform g . 3 Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 '4 Edition). ID g 18. All food preparation establishments must have King County Health (la a Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by J 4J. calling King County Health Department, 296 -4787, at least three working J days prior to desired inspection date. On work requiring Health i Department approval, k Is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All g a materials shall bear Identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Q N 20. Notify the City of Tukwila Building Division prior to placing any concrete. .2 This procedure is in addition to any requirements for special inspection. 4 V Sui 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 Ft-A (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. 1 " "'4 w -4 City of fuhrviia y � FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Fire Department Review Control #91 -092 (512) April 15, 1991 Re: Boeing Company Building #7 -600 - 600 Andover Park West Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) City of rukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UFC 12.106(c)) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main - power supply. (UFC 12.107(a)(b)) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Extend sprinkler coverage to include all canopies, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 Gary L. VanDusen, Mayor entryways, foyers, etc. which are completely or partially constructed of combustible materials. (UFC 10.301) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 4. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72A, 1-2.2 & NFPA 72E) (UFC 10.301) All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) Call the Tukwila Fire Department at 575 -4404 for - approval of any system shut down. Have job site address, name, and the Tukwila Fire Department Job Number available to confirm shut down approval. (UFC 10.301) 5. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 6. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 4 Page number 4 Yours truly, cc: T.F.D. file ncd City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. .2 The Tukwila Fire Prevention Bureau Gary L. VanDusen, Mayor PLAN RE'VIE - J ...g CITY OF TUK W1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 • SI! •mi l■. U.� G C0 0 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: Elt - PA: C(4, # 7- ADDRESS: 6rx) 4000E/8, 7:1/0< CO. DATE: C� A �t7 C� i � e-" 4 rp • Mr- * eafa L I I • I 1 y r► 1 r _fir t► • i • L r 1. it_ MO '1 .L11► d aCiTS 'Qnt )iD Ru (5t3c 100 4M � i P 134. Y- C ()Kati R1. )ITt4 AApp piZt4 TC rte6, 02, 1 t• . 'Tt t i I t�.IC,� // •Aasp. -tVreovit NIo -fit cct LO < 100 .A' 1`9T Vl.0 PAM) cePp \ J • • tre 8Lt 1 C'kk�JS. I CAD C (00-s, '✓O t t 1 E OOt2 ` 561' 1 1.(D QMA 4C tvst5 0 PLAN CHECK NUMBER 91'-OciGam. ("N 1J�•G tip > I0) V' 1 K. — T 1 +-•' 4 VsgeCV {, i-(1iV\ t4F1 (WC Li? > ) O•e 1 Lof3Fei 2106 k Cfi1E. t c14t D7 c14 lakA 2e56; — I-4ER ci � ` . QQ� /� P-Irt, FAr-�a ufl 8e. t -- .- �� Q -cr cLo 6 C � 'o ' A v f4 co � Li( ISIGl J ✓\:.�r .�✓ ( �1o. 0` OK , �`S -�KL "� Wf eel - k0A - 11ni.4 `I K1'f5 t < ' 00.'3 A 200 A (NNt, 2&)M U 1 ratlitk _ 4 J TIMA, "F, es. t _ t1S i, IT 7V611.1i, accArtoNS - g_EQmT) - pEie i4 at ka G, r„Lit 1LLUM1NATIOPt_ CCC -n > ico LKA Litz -b- ` Vkirth 4 az Lt • "Fct :'`/ - ktrlet c 2;acyFezeAL eot4F fit,, A . Prepared by: grfiri `s, DATE TYPE OF REVISION: SUBMITTED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * 4 RECEIVED CITY Ov TI IKWILA APR 2 1991 PERMIT CENTER PROJECT" NAME . • an ADDRESS earcie, A.A.H7 e_ __ _ ___ CONTACT PERSON _enc. Allelas..0 PHONE ST r VI fr ARCHITECT OR ENGINEER -1 4 G' ra- x PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER q 1 " o1 2- SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. CITY OF TUKWILA Department of Community Development • Building Division Phone: (206) 431-3670 PROJECT: "fOE ' L X ADDRESS: t a,,0 44 Fmk W. DATE TRANSMITTED: /r el4189 I THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ..te.t_ C . • ul01 1,: :• • 10 0 e .rte • • ►p 1 n it is _l.► C!( . ! f .r••.. Ar A • .. . jit _% - • • • 1 , + . • LL 0 •1lit r. .04 ►l I■ N 0 _ • ,.•, ST d, - r wt. I E'r' x'81 ITEM Look6tt, AID LArcielSeil ti4ALL 4A0e. 4.E.Dae, 'ThSal oEv' t) r cop_ • . (.er- ., ti t ptAisis i ©e Ap_Du E PREPARED BY: T2.IEEE - 0002S, UALL Wt4 FoR PLAN DHEf"" ' ADDITIONAL IN FO1 t14ATION REQUEST 5 6etave cc.copawr LOADS > SO 2, Lots 100, Lo - 44 Z.ot Most ",✓ 6ErazerogiScs 14a1• V,QUtDeo U.a rr -4 L 1! t-4 LoC . ut.iiaciti IT t F 4tG OF fasotStONS V p t . COMMENT DATE: lZVU PLAN CHECK NUMBER 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 LTLCN "b ALl. 10 1 NI, 1 .11.L 116 a A. 1 t. 203 il4tPCIJAttE IL1T1ES WIZ tom[) Two Copies DATE RESPONSE RECEIVED: 5, , ..: i, f orlot 'J /0 , 9itt ,�-.dly'61,-t.. 4v / / + ex's" .w LJ Z nF f�ac�T 5 4 " Z.p 6,A . � kJ lr ? - 3 tt . t...0(404-17. CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431-3670 PROJECT: ADDRESS: 4y)4 FM( W. DATE TRANSMITTED: // A441891 ITEM 4 5 40 PREPARED BY: Votall-kESE - 1DoceS., EA E _OF cZe..01SIONIS Ve0SLOpSt). COMMENT DATE: Z7YU I PLAN CHECK NUMBER PLAN CH ECr ADDITIONAL INFORiviATION REQUEST c flo cig 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 THE FOLLOWING CORRECTIONS AND/OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. TT tE EXIT 616TEM AT 1•5T F600E. INCL3DE CnetauDoes Tt4pT 6ezvS CccopoNT LAD' > W., CoNsEnuENTa-i Acct TO ./x1Ts C01 NU IT9 oF cotaelooes, FIRE Res ricADs, TtarDTEcniort oF ADI> MON "TO ALL 5rtr4eg. IZE&Dte_emENm oF 0113.0. 6E4.. 3fD6 WILL. Aptx sT Ado s at ...P • to, P6 PRI) poQt ALE NercStStA9 1Z) 64.00 COM.eGi otos, LoEseui 100 Loway OW &to 14AL.t. eol 4t1ST 152 6EtaZe6A1E.C) 120N1 PeMA? e OFF rie p+26^6, Ait) eni4sInxt 44v 0 CoNFer2F.Ace,. evt. 206'. "Dootz4, 2.03A Amo zas t UALL Ktarae#02.001DeD Orn4 LtkinA eme. Loat< UNLEr-- rr Pataiti 444e.Docke.E. CAT 014 1P-IS THE ‘vATE,Nipeo VeArtpt ALL 14AeatIfIgS osaD 114 AcCE65ina FAciuTles t144u. CoNFORM 1t CE ta H-ID WAG.- al-kikc:TE.e. GS* : LOc AID LArci-ISerx ti44LLI-Wa LEi - RAM opetegp), ottia___f_t. 1 • eXt- PPM PIQESSOOE. WAS e)14 *FLA*LS 114 Amar EN CEIL1W 6 A-2c0 INDICATE ot4 ?GAN CierAtb ptizopossD CzkvIpscaEs6(ork trgar • •frn. ro 1 • A #s' DATE RESPONSE RECEIVED: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 eon PROJECT: DATE: T ADDRESS: &/O dyJ J � ?Ku) Casa, midi f4P, rte►,,,% .ii IC'" • • -. • Nti . t`.tzle. Comma* 4 Loef3c1 it3 i I `. C ?At* on CotNF 12 \ 1! • -l/t 4trYkik &tat tC.tC crk ! .r.. • . 1. �t �� t.. r i. • - � _ CtflAkOrall Prepared by: 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 S oi CITY OF TUKVVIL.A Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: (ow ANI ER. -11,1, \a DATE: t3 131.1 •# 1 t L '�' -eve 42'a L t 1 2 F. 17-1 1 2B c 5 .6 z1 . 13 1571 fey &orl 1 Gig Prepared by AL . 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 , c , L t £c t c . Z Nd FGlz , RNl . 20S U LIO. A.AI E0 L004:7 = (00 ooc 1-40 a 2z4/ Is = t c, 20 Co 1F em , 2.147 i Is 14-3 , 201 t-t ALL - 1 �a / f7� 0 200 I -oBIN 0+/ 0 0 • '211 2 ■ 14 I 1 L - 2-1q oc6., V1a , IOO Lorbt c 277 4'7.4 0 1 oz, g t 4 (D1-,. '''a 2 tla /100 =- 103 1 -ALL . 2 4 2 410 O tat 1 -tALI. ZZ ' b / 0 $0 104 (TM OR) t 7q8 t /i 18 106 1-4,411, -S 0 0 I No cFG 314" i p(7 5 C2a, / vi4V too I'? ( (ara t 10'5 d 109 OFe3 t3q(Om I 110 Oro 144 cV (a) I , 11 t Lookge 20.4:/15 = 1�3 1 I2 115, 114 115 t 1(0,11760P -e. 4754 f> 1 1 142a oFe_t 11 O © C6 I24/ roc) 1I Z-+ , 4 oo 2 120 __ 1 2 -4 tz, 6 o 14 r 6 1 1 t 12,s () FC 19 Z a _1 2 2 1' 1'r 2 CITY OF TUKVVIL.A Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: (ow ANI ER. -11,1, \a DATE: t3 131.1 •# 1 t L '�' -eve 42'a L t 1 2 F. 17-1 1 2B c 5 .6 z1 . 13 1571 fey &orl 1 Gig Prepared by AL . 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ADDRESS: DATE: 1 TYPE OF CONSTRUCTION VI'L BUILDING HEIGHT /# OF STORIES zi(zj FLOOR 9 OCCUPANT LOAD t DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51-10, W.A.C. NOTES PREPARED BY: CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 1- (ow (0 A-acovEw., LOCATION ON PROPERTY S 1 \l"r tt4 t J. NO SITE t- xATION I --41e5 •Nt FiAs 0 tz lbrAL let eeColt IL PLAN CHECK NUMBER 6300 Southcenter Boulevard — #100 Tukwlla Washington 98188 e, l of f cc as6ot� A -3 .$ 2 6 1F3 cca . EXITING REQUIREMENTS %'M mg, Cr&,. Lb >30,', ztioo vArs o!D or TI-ti5 u! V K SA(ST 1 DATE: 1 1110161 6 16666 1ariellne.1616111 , 1161616HGliellIVAPeks ,16....MVIWOpy.•,■••,10.0■.•yr •.•■••••.* ; st 1 t. PEV1SiON GENFRALLPEVISION GM ■••••••• PROJECT I ON ROOM T ( 49 I 0 2-003 ) ?Ai ; 2A OW. 00 j TYP B \<\ 2A10 !A201 CONFERENCE RM r _ 7 _ 7 t...--4----1 2A 1 0 I A200 /!!•, ! \144f! , /V> \''' i-- 1 / fif:----ss---- l!i , 2 I 6A ) 1: , . • -- T•L.2...,t I :71 i PROjECT I ON RM - `I. I 1 I-- i1 - 1 L:_—___J 1.1 s t / FO. 1 k--.,-=,....— - .. 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TELE RM 206 ----L 204 = HALL VODP ) (205A L61 ELEC i WOMEN 0 (Y (7) rif APPROVED PATE acix <••••••••■••wore......••••••■••/.......an-amam.....our ares,,......*avoca...r ......nar..............,0".•*,.....c..^•*"......-,,.., MEN L_ 2-11 r i , •..„..,_•,•_•______,,•• _ • . . ,.,,......„.,...._ .,,,,,...:.:... • ,---,--,--,- ---; -r • 7 i : : s•-! - f ; , , i I f •• .1 I . , o . i i sjr rri I W .)-..::;:-....._,... : , 1 : : • -zr.:71 .,..... J....J..: -. --s, --(--.:t.r.Irsr-rsIssijY:—. I MECH RM 2 Loll STAIR I 215 • /CC y \ r\ / s 2A I 6] A200 TYP UNASSIGNED ! 205 T x*..■•■••...wecco.a.w........ *.■■•••••*.•war......awnro.. 'W.. war 0 AUBURN WA . 98002 BELIEVUE WA . 98007 0 EVERETT , WA . 9820 1 -4 ` . 474.453 0 " FACILITIES DEPARTMENT 0 KENT , WA. 9803t 0 PORTL AND OR . 97220 0 RENTON, WA, 98055 kV SEA TTLE, WA . 98 1 24 WM, A.,•000,4 • ...T. X64,66164Ve,54116106/1660661651}A1614161c-AnicumpoggwesearicsonealwaywAto6666N646606ToaysxV•secrdx.,664/61.2-1,17/...K:e16,,,..r...1.:1.1:h.v.,(1,416Wity.:61/661194.1201nr,f4/6.4..79,6 '6,z466,c,x66,6,796Aric6W1:wk.j.-44$4,61.601 . 11101e10101ZOPIIMMUIRMINIZAW1114allIMIRP OWW 114,0111 21NAINOCIPSIONICIAIN1001111007INIVIMIIIWAS 7.7i;-7-15",:1:77:;-_7_7.1";-7.7-7.!:-7777.-Ii;f-Z.IT7 - ?b•-s. • s . 4 0 e 6 ?, LZ 9Z SZ Ez oz 6L E3 LI 9l SL *A CL ZI LL 01 6 8 Z. 9 c 6111111111111111HAHH1 IH IH411H111111116411111111114,116641111111661111166h111 I I • ........y.••■•■••■••■•••■•■•*••■••■•r...„■■■••■•••■*•... •■••M1•■•••••■•4■....* ..••••• 0 7 E - 7- Til. 7 .47 7-77 7;:i -97 " 7 - 7--: : -71 J 7--. - 7 .. 7.7 1E=. 1 11 .77 171 - i - iTT 0,03,~0t666161166 . 1661162106661616 =ZA 6 665676463'166.6 1 rArrAI~Oxittac..s.ri, • ACM!' TAF3 T THIS DESIGN AND/OR SPECIFICATION IS APPROVED • APPROVED T DATL Ai :r..,‘ II - I IIIIIIIpoilliigilillililliii H11111111111 I 16 THS INCH 11111'111i' frilullillii111111111111111111111i11111111111111 1 1 , 11111111 , 1 1 1 - •• -, -- , 0 1 2 4. 3 4 5 6 7 8 9 10 1 MADE INGERMANY 1 2 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 40 C r 0 .11.0.07MOINP.MO *.INOY • A-4 WIA.I.JIN•TIMI•1,41.0).4101.4.411.1 c2O8A • " !p! '111 j 1 ) 1.-- 11 g.41120 P ERL;FN . BUILL - c (= :STAIR 2 1 29 1 Permit No.,.,.. t 6 6 rzw ! I 66.yr 6 e ts use 6r ems ono roars f ok re I w cr. 46, to mo mass 6 or a s • os, owasaiideamenwary.ivr ira6 .w a es s6 a • *soma 1261 L ‘ZA10 AZOO 2 A28 0 A 50 3 6 6 FILF COPY I tinders/6w that The Plan Check approvals are Niblect to errors and omissions and approval of plans ck)es not authorize the violation of , snY adopted code or ovdincence. Receipt of Contrattor's ccpy of approved plans aammaedgeci. CITY OF TUKWILA APPROVED --BUILDING DIVISIO 5, , B ; ILSIND XX [1 KI1 SECOND FLOOR PLAN RECEIVED art OFTIIKwiLA JUN 24 WI PERVOTCENTER T I Tt E 760 OFFICE REMODEL 7-6CD COL CONSTRUCT I ON NOTES KEY PLAN L --- o, m■tr....,..,*... .t.e....w...,••=vAwn*, woma.••■••• mon.1•1.■ EUILDING AND WALL SECTIONS DETAIL REFERENCE' TO DETAIL ROM NUMBER DOG NUMBER WALL TYPE SEE SHEET A20! NEW PARTITION WALL 1 _GEE...RA L. NO F S I, ALIGN ALL VMOUNTABLE PARTITIONS WITH CENTE9L !NE JF MULL L I ON UNLESS S OTHERWI SE NOTED, ALIGN ALL OEMOPTAKE PARTITIONS WITH CHAMFER or COLUV:N AND/Or.! WALL (NESS OTHERWISE ';'. 3. ALL DOORS ARE 6" :ROY CORNER UNLESS NOTED OTHERWISF. 4 ALL DIMENS!ONS APE TO FACE COLUMN/ WALL/DEMOUNTABLE PARTITION UNLESS NOTED °THERM SE 5. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEED i NG W I TH THE WORK , 6, PATCH AND PAINT ALL DAMAGED EXISTING SURFACES DAMAGED DURING REMOVAL AND CONSTRUCT I ON (PA NT E., 1 I RE WALL) . 7, PR !OR TO I NST ALL NG FIN! SH F LOOR I NG INSPECT, PATCH AND REPAIR ALL SURFACES TO PROVIDE A SMOOTH, FLAT SURFACE THROUGHOUT, F r• •W0a4 J__;› ALIGN CENTERLINE OF DOOR MTH THE CENTERLINE OF' THE OPENING. ANA, AI IGN CENTERLINE OF PARTITION WITH THE . CENTERLINE OF THE MULLION, SEE ( 4; ) 2A L00200 r ----.::. .,. 13 EX1STING DOOR TO BE RELOCATED TO E . ------ LOCATION SHOWN, NEW PARTITION WALL TO MATCH EXISTING, SEE (r 2AI 201 2A liAA200 THE GENE NOTES (SEE ABOVE) APPLY. TO THIS REVISION (E3). :, , ( b ) ( ) k i 1 ,7\ , . ..., 1 , . 1 1 i ; . ! iitE&C NONER8 Lf REVISION SYMBOL SHEET TUKWI LA 600- 'Ain • (S 2.10 • 1_ i J mo _9 [ UN Ulf a rrxrpr ■r�� *r�► APPROVED DATE GC 03.28.91 (L 6.2!.91 ' X 4' LIGHT-' .-"E .FIXTURE ATTACHED TO SUSPENDED CEILING SYSTEM WITH CLIP (2) OR I /2" SELF TAPPING METAL SCREW (2) 140 SCALE SUSPENDED CEILING DEMOUNTABLE PARTITION • NEW DOOR It DEMOUNTABLE PART I T tON EXISTING WINDOWS ______________ 2± .l9Amo.m fW1u r a m . w R .w.O.O.A s a W 4 O M - , ' ,V — — - - . — L I G H T -OMB. L I T FIXTURE BRACING LT'S R' • VWN_ �_%a _td _ a•.»rMnP. Vne.l ___ i +i S%,._ 1s4_ _p.,my...a.l .ytw,.rvw.sr..ili,neY.Awdw NO SCALE I A280, 2A280 NEW PARTITION WINDOW (I/4" GLAZING) NEW PARTITION WALL PROJECTON ROOM 216 -�V (TYPICAL) .011aP wKNarl.MPGSaM -I2GA. HANGER WIRES TYP. A200 EXISTING STRUCTURE ABOVE #I2GA WIRE, PARTITION SEISMIC BRACE, ONE THREE-WIRE SPLAY BRACE AT EVERY 12 L.F. MINIMUM 3 TIGHT TURNS Al EACH END : NO BENDS OR KINKS ON WIRES. BRACE LTY P �'! IAI0,2A10 00 CD c n :Z t,J ,.-Senora . a..ra..,...�.o,. t.' SYR . • REVISION NO SCALE. f miwa„+ n Y . e e • w .... v� u y... ea�wvkls�sw- ra..M.ayyw.- t+� tyw .•t - ,. ., 0 IC THS INCH 1 ATTACH AT NORTH WALL AND ONE ADJACENT WALL. �TR1y �i y � 44 . wwrmww +.. 2AI01A200 EXISTING CEILING GRID - ---• -' -- PROVIDE SPLAY WIRES TO EXISTING CEILING GRID (8" FROM WALL, 4'--0 O.C.) 0€ 6? 8G L.? 9? 9? 4 7? £Z I 11!IillliI ! IIII IIiflII! II !Illilll!IIII!I'niIIIII.IIIIhm ! i! W1 8' MAX. r-- CEILING GRID AT WA�L$�(�_1z� ... IA280.2a26A200 GLASS WINDOW MULLION S I L L (WOOD, METAL) PARTITION CEILING RUNNER OR END CONDITION TRIM TO MATCH PARTITION r. EXPANDABLE FOAM (ODORLESS AND SUNLIGHT RESISTANT) NOTL HOLD NEW PARTITION WALL. TIGHT TO EXISTING EXTERIOR WALL, NOTCH PARTITION AT SILL AND TRIM OUT AS DESCRIBED ABOVE, FILL VOID AT MULLION WITH FOAM PARUTtON AT MULLION T �- YP SCALE: 3' =1' -0' -� - --'"— 11 ri F �1 FACILITIES DEPARTMENT VE RT CAL, MEMBER REQUIRED AT SE I I C POOS VERTICAL STRUTS 12'.� - O.C,. BOTH DIRECTIONS, (STRUT: USG DONN COMPRESS i ON POST, ,LOA 24/47) • 45 45 'rr r r DATE MI R Bu 06.21 .8I LAST REVISION •" O?, DATE SHEET A2 aoa _ 910 ?5 P,7�,rd tom. 7.600 - -A200 IAIO,2AIO A200 r r 0 AUBURN , WA . 96002 Li BE L L E V UE , WA . 98007 0 EVERETT , WA 98201 0 KENT , WA . 98031 0 PORTLAND , OR , 97220 0 RENTON WA . 98055 SEATTLE WA 98124 C� r CROSS TEE MAIN TEE NOTE: HANGER WIRES 'E' AND 'W' ARE IN THE SAME VERTICAL PLANE AS THE MAIN TEE. HANGER WIRES )Na AND 'S' ARE IN VERTICAL PLANES PERPENDICULAR TO THE M.A I N TEE, CEILING BRACE (Pa) ) 7 NO SCALE I A280, 2A2i3020O 44 A200 A200 r 2' -8" CABINETELEVATWN TYP • N APPROVED 6Y r .rA HrYf t.:r.I • .__x .(s .+._. .�. ✓,'J. , ...vti5.....a .1.+G. .�'' - .g ,. ....,. .. ... ,.� . y-. ra?' 1ld ?Am1:�:+e.NSE,...�t;9'' r!.`.'- sr� ;.- .?�str%�2is }- .fiY�',.i�f�..* x rs . She' �. o-. r: s5,,n..N�i��sic�Id�f.�id" c, -�_ I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllilll llll' �lllli1lllllllllllllllll1llllllllllllllllilillll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111p111:111111111111111111111111111111111111111 2 3 4 5 6 7 8 9 10 11 MPDE IN G(RMAN( 1 2 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. ZZ lZ 0Z 6l 8l Ll 9L Sl bl Cl Zl 1 pi, 6 8 L 9 9 I lilll!!hH IilH IH!IIII! l!I!1!iiI IIIIIIHItIIIIIIJII IIIIIIIII lllllllll�Illill 11di1111111IIiII;Illil Illil!IllillpI;i!!I�III!'!! illI Ill llli !II!IIIII!Ihffl(i!UJII!!I!III Iii ll11I h C Iilllilll Il;illl!i III!I!1!!hUIII!I! e #12 GA SPLAY WIRE BRACING IN PLANE OF EACH TEE. VERTICAL ANGLE, 45'.. MINIMUM 3 TURNS 0 EACH END. ww 0 • 45' u 45' SEE (B T FOR COMMOM CALLOUTS A2001 THIS DESIGN ANDjU( SPECIFICATION. IS APPROVED 1 ACCEPTABILITY 0 M I L A ( \ 'U' 2 I SINK IAIO,2AIO A __ A200 C i 0 0 0 0 0 0 0 0 0 0 0 0 MAX ON CENTER CEILING HANGER LAYOUT ME)) '!�� NO SCALE (SEISMIC POD LOCATIONS) CABINET SECTION SCALE: 3/4":=C-0" DETAILS 4i SECTIONS RECEIVED Ciro OPIUM/ILA JUN 2 4 1991 PERMITCENTER OFFJC21ODEL BLDG TAW (X)E. MII� v 0 0 12 WIRE PERIMETER HANGERS, 8' MAX. FROM WALLS AND PER CODE UBC (88) 47.1812 , b #12 WIRE HANGERS 0 4'- -0" O.C. EACI{WAY SUSPENDED FROM STRUCTURE ABOVE. CEILING BRACING AT 12'-0 (MAX.) TO MATCH STRUCTURAL SYSTEM AND ON CENTER, EACH, WAY. SEE TYPICAL BRACING THIS SHEET. LOCATE FIRST POINT QE BRACING WITHIN 4'- C" OF WALLS, I A280 , 2_A280 A200 PLASTIC LAMINATE FACE WIRE PULLS (TYP) PLASTIC LAMINATE ON COUNTER FOP EDGES, SIDES AND BACKSPLASH BLOCKING (AS REQUIRED, TYP) DRAWER W I T H I/4" HARDBOARD ADJUSTABLE. SHELF I /4" HARDBOARD ADJUSTABLE STANDARDS (Tvp) PLASTIC LAMINATE INTERIOR AND SHELF BLOCKING (AS REQUIRED) 4' RUBBER BASE TUILA B A200 A200 CITY APPR VE OI~ TUfWILA D ,.111 (. P. 1 ILI�IIi� s '" ENGINEERS SION ,ZbardtOCANNOCIMIN ...*•0•1.0.1TOM ,14744.44/.44.4.41•44,144,m4,444.w.4..44,41.44.444 - - - REVISION. 111 111 J _ _ _ T 1 • — - - --L - `11 GENERAL REVISION PROJECTION ROOM T.I. (491012-003) L. _1 i[iiI]I [1111 4 - - - ..00n4r.orawalossia, 1.?< • I 4 I * , ( .1 t ---- ---___:_---L- j i--- r _ l ____•_• ,t.:. 4-4 '____ik. II t 4, -----r--" r I i — ft i.._, IreTt1 APPROVED DATE 03,28.9! 06,21.91 REVISION . • • US • 0.•■••■••••■•••••••••••••••••••,.......1r1044....•••••••■••...11•4 A. 2'-0"x2'-0" SUSPENDED • CEILING GRID 2 1 -0"x4'-0" SUSPENDED CEILING GRID • 4'—O FLUORESCENT LIGHT FIXTURE 4'-0 LIGHT FIXTURE 2'-0"x2'—D" FLUORESCENT LIGHT FIXTURE CE (F Dt1 ) TRACK LIGHTING SYSTEM (WALL WASHER) NATED EXIT T F XTURE • • . . . ' r RELOCATE EXISTING SUPPLY GRILLE TO LOCATION SHOWN. SEE MECHANICAL. ADD NEW RETURN TO LOCATION SHOWN. SEE MECHANICAL. B - - - - 22> RELOCATE EXISTING LIGHTING FIXTURE TO LOCATION SHOWN. .SEE ELECTRICAL. INSTALL NEW TRACK LIGHTING SYSTEM AS SHOWN, SEE ELECTRICAL. THE GENERAL NOTES (SEE ABOVE) APPLY TO THIS REVISION (B), BE8te ENGINEERS OL 06.21 \AI 0 - -1 9' 10 — 3774,m SECOND FLOO PLAN ■•••••••••••••• ••••■•••••••,...d• '2 .....rwmwommwm+0 • APPROVED.' 4f • •■••••••■••••40•Nrir • 0 I 1 1 1 1 1 - 4 1[1 . + .. _L. L. T El 11 I ,111 F + 1 1 1 I L -41.4 t ' • • • •••••••••••••••,111•..• WIN,/ .1.1••■••• ••••■••••••fla.1•MV.1071•• • 1 - \ 242592±200 TYP E) 1. Z KeeltrA FACILITIES DEPAkTMENT ; . • • - h: • M 1 0*.••••. 2A2821A20 0 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. TYP O AUBURN, WA 98002 O BELLEVUE , WA , 98007 O EVERETT , WA . 98201 E.I KENT , WA 98031 0.PORTLAND , OR 97220 • RENTON , WA. 98055 • SEATTLE , WA . 98124 v•••...... J.,••••••••*.P.,•*•••••.•rio••■•••••••••WW,••••■•.•1•01.,.......•■•••••••••>•■•••••••••■•••■•••■••••••••••••••79•0•■■•• .71,1 1 1 r • . ” - ? = f r .. 117 .47. : 7' = " : • -7.1 =Jr.:" 1: • \ - 7777 .r......„ PAI REO -,... ( k •coi! c,f TECT 7, / --, s 44■44.144......* 4.4.4.4.4.44.4.4.444..44.4•4 4 ® _ t_771 .1_ ) r 2A2ga 2A23014200 TYP TYP J 1 - ti APPZIE0 GY aPT. .e015 ; • ! Z.' • • , . , , 3 , „. . I II 0 16 TH5 INCH 1 2 3 4 5 6 7 8 9 10 1 1 "DE I " 12 0 OC 6Z se LZ 9? SZ s 7Z, CZ ze 0,7 6t ER 9L 4 /t y tt L 6 e 9 sci z ai 0 1111111M6hM6166WHIII IIHH IIIIIIIIH1114141141.111 4- I T 4 G jti - 4 4,, 0 I, / 4 I 1 +I 4-1 , ACCEPTAB ITy MI .Vi THIS DEstm AN)/0f silciiIcATioN AppAPPROVED MILLER • / \ e) L 4, r '' l I ' CITY OF TUKWILA APPROVED 91 RECEIVED rITY OF TIIKWILA JUN24 991 PERMIT CENTER SECOND FLOOR PLAN REFLECTED CEILING PLAN 7-60 OFFICE RE ODEL 13! IL NC D! ISION - Y BLDG 7-600 COL A-H/ -5 • • • . • - • . • • F!RE SPR DIFFUSER RETURN AIR DIFFUSER TRANSFER GRILLE SPEAKER CEILING HEIGHT — •••••■•■•-•.-•••••■• •■••■•••••■••••4 4 4••••• GENERAL NOTES i, SEE MECHANICAL/ELECTRICAL DRAWINGS FOR REMOVALS/RELOCATIONS/NEW LOCATIONS OF FIXTURES/EQUIPMENT/ETC. 2. EXISTING CEILING GRID .(RUNNERS. TEES) TO REMAIN. REPLACE, TO MATCH EXISTING, CEILING GRID (RUNNERS, TEES) DAMAGED DURING REMOVAL AND/OR CONSTRUCTION. CONSTRUCT ION NOTES I, SEE SHEET 2E251 FOR LOCATIONS OF SMOKE DETECTORS, *RA mi.•••90.••••••■•*-9,1•■••-••••■•.• ••••■•■•••••••••••••••• 4.4••■••44111/••••.41/00.4141101. KEY PLAN ••••••••••. LIOVSIAMIEVPIONOSis• TU ommximecomosoml•en..g.......4.......1. DY.X...; NO. 1 HEAD IASI REV IS ION SNW SHUT 2A28O r.rs No 91025 7 • 600-2A280 Arvoolivionworeamwm..4 I 25A280? _ . .. .............._____ ,.. '. FINISH MATERIALS ......., ........_ ‘ KEY . ' mATERIAL, • ' • • 1 ............... 1 ••■.........L...........1•01.0a1Iriprb.............o...■* FINISH NOTES. . ..*"..''- FLO - .. .......... • li..o. •,•mo. ..............."..........".... . --- ........, F-I F-2 CARPET . §4Eff.VINYL FACTORY FTWIS'g FACTORY I' K1-1 ---7 ..........* - BENTLEY: COVENT GARDEN, 'WATERFORD', EE2B-1353 ARMSTRONG: P0§§IBILITIES, QUTN66OTS, "SAND§TONE2:1:53 1...... •••* m..■ 1...... , .I ..I..... rivA* .www.....W *WW10* 4.**ww.aft eo.O.......... v. ...........r.r....."...... .,..., P ".."*".....*^ ' ......0 f ............._.........„ - ..o............,..... ........*. ■ ....* .......* . ...,........ • . 0.114.01W4141.•,,..*14.130•40.640•048.6 41.1.0. ' L ‘ B-1 : B-? ,...._ RUBBER BASE ' wocio FACTORY :FINISH STAIN AND SEAL JOHNSON1TE: 4', "GRAY'LIN-48 ' 'MATCH EXISTING (41) - , , . —___ • - ------____ ___ • _ *■••11...*1.1.1...,.........e..., ......„- — . WALLS • . .....,•••,./.. ...WM IIIIWN* . ..../.7..... , .* . AIMAIIMil •■•••,....*••■■■•••■1 • . • • • b. I ••P S7.1.11.7 7.10.1.0.1114.0 • • . • • .............. ..........• ..........., op...* ...."'."". ''''''''' *.... W-r CONCRETE (EXC§TIN2) --- PAINT . PARKER PAINT: "POLAR BEAR' . W-2 DEMOUNTABLE PARTITIONS •FACTORY FINISH (VINYL) USG: DONN WALL (5/8" G.W.B. - 'PRESIDIO ISLAND - LR 78" VINYL, "DAWN GRAY' TRIM N W ".8.2METI), • _ DEMOUNTABLE PARTITIONS - PAINT PAINT .,_ PARKER PAINT: "POLAR BEAR', p420W USG: DONN WALLIY:137 G.W.B. -- PAINTED - PARKER PA1NT: 'POLAR BEAR".,j5420W _ -- .. --- ......1 ....e ...+.0-••■■••••1 ..,•••••••.• A4.... 1,•••••.* ---- CEILING ---- C-I SUSPENDED ACOUSTICAL TILE FACTORY FINISH FACTORY FINISH ARMSTRONG SANSERRA TRAVERTONE 2'70"X2'70" (SQUARE CUT TEGULAR LAY-1N EDGES) . C-2 • SUSPENDED ACOUSTICAL TILE ARMSTRONG: CORTEGA M1NABOARD 2:-0X4'...-0" (SNARE LAY-1N EDGES) • C'-3 G.yll ' PAINT . PARKER PAINT 'POLAR 8EAR" NOTES: 17 ' 1. EXISTING CEILING GRID (RUNNERS/TEES) SHALL BE USED _ _ • •. • ..................... *.m an • InMARJORMIIMNIUSVII••■••••••0WW...1•■•■101.111102.....0 • • er........aes 132 20 203 . 204 209 210 211 212 213 TELEPHONE ROOM STAIR 2 BREAK ROOM MECHANICAL ROOM MENS RESTRCOM %OMENS RESTROOM ELECTRICAL ROOM WH 3 8-2 W 34 8-2 W W- I 4 B-( W- -- W- 12-1/3 -- • W-4 B -I 125 • OFFICE 126 OFFICE 127 SUPPLIES 128 COMPUTER ROOM 129 • CONFERENCE ROM 130 SUPPLIES - OFFICE 00' cE (33 MAIL ROOM 134 STAIR 2 STAtR1 P.EGL. 111:4 1L P -4 I VOA WO Mt( F B-I W-2 B-I W-2 8-I W B-I W C-2 1 -0" I:._I 8-I W 3 13-1 W 11-1 W-2 B-1 W-2. C-2 9'-0' F-1 B-I W-i/3 B-I W-2 B-1 W-2 8-1 W-2 C-2 9-0" SEE NOTE F - _____........_ 8 WL1 3 * B -1/3 B! W-2 8--J w-2 C-2 9'-0" 8L1 W-2 B-- w I 3 8-1 w-1 2-3 8-1 w-2 C-2 9 -0" SEE NOTE, I - ___ !,7_ %L . W •W-17-'1 3 3.• 1 W--2 8-1 w !L 1 2 3 C 9'-0" SEE NOTE ( -i - . . 7 4-1/ - 3 - F 1 W-I/3 W-17-r #71/ C-3 -- SEE NOTE I . — SEE NOTE 1 W 3 WL 3 4 W-2 SEE NOTE I SEE NOTE I L A S T R V S O N • • STU PliM11.411.40.061. GENERAL EVISION nOJECTION'ROOM T.I. (491012"003 114100 • KVISfON APPWVE° nEvifstoti 2.1.1•■■••• DATE 03.28.9i 06.21.91 olD 6Z ae Li 9Z SZ 6111111611111611111HIIIHLWHIdUH tfraa WA.= FAC 1 T 1 ES DEPARTMENT 4 7Z CZ ZZ lZ 0;7 6i MdMIIIIIIIJA1114111111141111 SlIelinsameaConErn.IN .••••■•■•■■■■0‘ O AUBURN , WA . 98002 O 8ELLEVUE WA 98007 0 EVERETT WA 9820 I O KENT , WA . 9803 I O PORTLAND , OR , 97220 0 RENTON, • WA . 98055 SEATTLE E , WA. 98124 11114.1....1.1.1,1•11...11.71111 • ROOM 100 LOBBY 101 HALL' 102 • OPEN OFFICE F-I w HALL - F-I 104 OPEN OFFICE .,. F-i 105 HALL . , F - L :106. OFFICE F-1 107 OFFICE - --7 F-1 108 OFFICE ' F 109 OFFICE F 1 110 OFFICE III BREAK ROOM - F- 1 112 MECHANICAL ROOM ' 113 . MENS RESTROOM 114 %OMENS RESTROOM 115 ELECTRICAL. ROOM It6 ELEVATOR . 117 TELEPHONE ROOM . 118 OFFICE F-I 119 OFFICE I • B-I W-2 B-1 W-2 B 1 W 8-1 W-2 C-2 _O„ 20 OFFICE F7I 8-1 W-2 .B-1 W-2 8-1 W-1/3 B-I W-1/3 C-2 -0" 121 OFFICE F-1 8-1 W-2 B-I WL2 8-1 W-2 8-1 W-I'3 C-2 -0 122 OFFICE T-1 B-1 W- B-I W B-1 W-2 8-1 W-1/3 C-2 123 OFFICE - . • ' F-1 B-I W-I/3 B-t W-2 8-1 WI-2 8-1 W Q-2 124 OFF/CE = _I B-I W-173 8-1 W-2 B-1 W-2 8-1 W-2 0-2 - F- B-- I vi:ITS 8-1 W-2 8- I W-2 B-1 W C-2 •••,' k F-1 B-I W-15 B- I W-2 8-1 WL2 B-1 W C-2 9 -0' F-1 B-I . W-2 B-I W--2 B-1 W-2 B-I ' W-2 C-2 -0' NOTES: I. THE EXISTING WOOD BASE SHALL BE RETAINED IN THE AREA AND ADDITIONAL BASE SHALL BE ADDED AS INDICATED (IF APPL(CABLE) 2 THE DESIGNATES THE EXISTING MATERIAL REQUIRES NO WORK 3. PAINT OUT EXISTING COLUMN (W-3) /001..V.A.MTANIV ACCEPTAB I L i TY NJ'S OBRA #i/OR SKCIFICATION IS A VEb --.- AWAOVED DV DEPT DATE ....t4 lit iL. :''' 1-111111i1101.0 I 1H • . ... . ... , .,.. , .. ,..„,.' ; :,..1;. ; ,. ,•::.V ":1(6,'.. ° 9.,..,,:.i ' ' ' I. • . .i . 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LL 91 S1 tL C e1 u 01, 6 8 4 9 S C L " 9 whIldimiliddaliAndmilidmilmthuhldmilmdmilmdmIlmandmilmdmdindmilmdmdmilmilmdildmOmd 111 1LS EAST SOUTH WEST CEILING BAS: BASE wALLS BASE wALLS BASE WALLS iAT'L HEIGHT ...., __... w-1/3 8-2 -W -I 3/4 'C- 9 '-0" SEE NOTE EI B: 2 .1 i 8 8 1 2 w: '''-'4 I W-2 8-1 W-2 k".1 ( :::°0: SEE SEE NOTE , — WL-1 3 8-1 W-2 8-1 W-2 8-1 W-2 C-2 -0" — 8 • 8-1 W--I/3 8-1 W B-1 W 3 8-1 W-2 C-2 -0 SEE NOTE _ - O-1 WL-2 B-1 W I 2 B-I W-2 8-1 2 8-1 W-2 B-I - g:T73 9-1 -0 SEE NOTE -- - 9 -0" SEE NOTE WL1 4 W-0 B-I W-T73 -I 9 8-1 W-2 8-1 W. 1 9-1 W-2 B-1_ 8 1 W-2 B-1 WLI/‘ 8 1 W-2 B-I W-2 8 I W-2 B-I W I 3 8 1 • !--2 C-2 -0' 1 B- W•2 8-1 W-2 B-1 3 w1 3 c , SEE NOTE 1 -- -oWcand.-zo Naky R ROOM FINISH SCHEDULE ..1•161.4.84/1,1, 10,11.50.41.ormitYmale...... ot.kte C.-11:, • - 4.1, 1/. ••■•••■•■••11ear 1 OM* Orttenkli 01111Z.0 oftucru N [WV WW1 11" 1 4,71/11 - 1‘1440Visal,..i, 11•11,41•1111.0..**, 1 •11111.0,1011•11VIMMIAMOINIMIWIAR.071 , "1140.11. 1 .1......9.*•••■ 1 4. 1. .1. 1 . 1 .11 1 11■1116•••••11011110/11••• •01.41.1...71•110404PIMIS RECEIVED crrY O rlIKWILft JUN 2 4 I99i PERMIT CENTER REMARKS CITY OF TUKwILA APPROVED Mac SIONVEIENS OFFICE H MODEL BLDG. 7400. - COL A-0/1-5 - "Ww11!117:-.7 125A350 A350 • • 4 • 4 e • a.+.w wvMesw«..sa a..e..na+ti...+o. R ..e ..e.w...soen w ........... . ._.....�...:. --.n.w • . . . CHEDULE ... +.. - -"� -- - " - -- r" °-"' --- - - T 0000 MARK " i J o Zc: • -.... TYPE. (2) TIC (3) MI, ( FIN: .. '"' (5) GLASS (6) RATING ( .. .�„� �" S 1 EXTERIOR. €_OHFS ...._ .a... .a� --- ---• ..., E l EXTERIOR STAIR '2 a.. ....., _,w . .. __R.__ --- . ..,.... '! OOA LOB3Y FN OF F I CE 3 _ X 7 ' -O» C 13 4 " Yid I4 W 20 MIN 4 "" 1008 LOBBY ..._._._ OPE d F I CE 3 '' --(} n 0 u — 6 — 1 3/4 ' WOOD 14 ° i 20 M I iN . ' 4 - '-- , • ! 00C I D6A .. HAL' OPEN OFFICE . 3% - 'O O ... c 13 / 4 .... W w-- 1 /4 7 20 l: I N . . HALL OF"f I CE 3 -o - X7 0 A► 1 3/4 W �.... ..e~.. ....,. 107A NALL ... . ._._.. _.. _ a.._ oFF I C 3 02 X : :O" 1 3/4" W(00 _,_.. _... 1 .... (O$A HALL OFFICE 3, -Q o _... A A A 1 3/4 13/4 i 35" Y ., WOOD WOOD -- - ,. - i • �.�. . a.. . 109A _ OPEN . OFFICE OFF I CE. _ .�. 3 --0 X7 •w0 ---� ! i OA OPEN OFF 1 CF OFF i CE 3 _0 "X7' --0" 1 1 A 0 E OFF ICE BR AK ROOM 3' --O % X7 2 " A _. • 1 3, 4" .._.. WOOD . , .._ .,_ �a ...� — . I ! 12A MENS RESTR uI M CHAT I CAL.' Rt 3 . __. .T._.. 113A HALL MEN EST _ _ ._ _ --- .. ......., . .__ . _.. ! 4A NALL • /OMENS' RESTRO01 _. - -- ...... ...... __ -.. .r_ ____ 1 15A HALL �_ .. �.... EL.ECTR I CAL R _... --- _..._, ...... _ _ . ..._ 1 17A HALL TELEPHONE ROOM __ __ . , . ...... .,. ._.. ._.. -- 1 18A, OPEN OFF 1 CE OFF I CF: 3 :. -0 .*, X7 ' -0 " A 1 .3/4" WOOD • -- -- -- ----' 1 1 9A OPEN -OFFICE _.-_.. OF'F I CE 3'--0 "X7'...0" A A 13/4" . 13/4" WOCD WOOD 7 :. -- -- - .... .._ I I "". -�- 120A I 1 A 122A OPEN .OFFICE OFFICE ____...__., ._.... ' 3'__0' ' X7'._O" OPEN O F I CEO ICE, OFF ) _0° X �'' -°0" .w-w+ A i 3 `4" WOOD -- .-- .,.... I • OPEN 0 ,�.. OF'FII I` 3 ' - O17 --O' A 1 3/4" WO()D -- - �- 1 23A HALL OF F.I CE • I24A 3' - -07)7' _�O" A 1 3/4' WOOD --- -- ! 12.5A" HALL HALL .�" --- ----- OFFICE ---- 3 . . X7 ' -0" A 13 4" ' O OFF I M w 3. RO»X?,MO► A 1 3/ 4" wood �- • .-..- _ I 126A HALL Vrr "F ICE 3'- -017' --0" 3 - :O ; 'X7' -O" A - A 1 3/4 13/4" WO .WOOD �-°- --- --- I 1..._ 127A • HALL OFFICE. ,...._.«_..._ a.� 125A• HALL OFFICE . 3 ° -0 "X7'...:0" A 1 3/4" WOOD -- • -- € . 129A HALL .. - CONFERENCE R 3'- ,0"X7._O„ 400" A Li 1. 3/4 13/4 WOOD -- ---- _ . • .>..- 1 _ . ,:. 130A .. HALL• STORAGE 1.3 I A .. HALL OFFICE . 3' - 0"X7' -'O" A 13/4 WOOD D -- 132A HALL ,01: F 10E 3.— oPx7' - ,.0 „ A 1 3/ WOE � ---- --- ! ---- 1•34A . STA 1 R 2 HALL . ._..- __ - . ; _ . 200A LOBBY UNASSIGNED - . 3'-- O -0" C 1 3 4" : W0OD - - --- I /4 W 20 MIN. ----• 203A LOBBY CONFERENCE ROOM 4 ' - X7 0 , N 13/4" .M. 20 MIN , 3 2O3D' UNASSIGNED CONFERENCE ROOM UNASSIGNED - 4 ' --`0"' X7-0" 3 --Ou H C ! 3/ 1 3/4" ) OD WOOD -- 1/4.. W. 20 MIN.` ---- . 4 205A HALT. 206A. HALL TELEPHONE R( OM ;.,.- _._.,.. ____ -_ .: _- 2OBA STAIR 2 .. , UNASSIGNED . .....: .. ._ _. _ ... /*.. ,.-... 209A (JNA E [3REAK R(X)M 3' O' X7 :O - A 13 4 'dam ---•- .. 210A . 21� : ME S RRESTROOM : MECHAi I CAL RO ►i ..__._. -.- Mil HALL * i TENS RF_STROOM ---- ~ ..`._. .-,- w 213 !'ALA.: ELECTR I CAL •RO - .-. __ -- w- 4 4 i . • 216B ONF'Ef ENCE ROOT . PROJECT l '1 ON RO 3 0"X7'.--6" .� M • WOOD _... - __ o- .... 1 ..... ..__ CONFERENCE ROOD " PRO ECT I ON. ROOM ' 3'.- O°X7' -0" �- A 4"• I / 11 OD 1 ` -- � MAIM • • • wr ' NOTE .. APPMED 11A' ' OB.2I,91 28".? • I- J.•u' w .3"' � - hi .. _ x ...'' "'. ' %1'(�...., i . :Lf4 mil`.•• •:� J •�;: �. ; 4�1w. - r ti,l > ". , � _ . �!!t� `Yf., `� `, is f , i'Q1ES: .. n F.: :(w wApi(t voi ACCEPT. I L I TY I IS DESI S'I`CIF•Ii rwP IS D rLbR'w/Y wbiyfi�i'l TYPE WOOD E3' RECENED rri'v0cTiiKWI A • JUN 2 4 1 1 PERNOTCENTER T1..Ai • VONA, DATE p.: .+.e.�a•e.rN�Y.vsifltld ^7�' _ _..«r..r......o..ra. _ . r.. w... r....... w...._.. r...,. w....«._,.,.._.._. «v.........._ Wat' 4 . ,. a+�JYc`f %<: , . Sg • dNfGf4 . .N!�:*C'�3?"i??tP...n. J 'REVISION .w,.n..ss Y.a.wwr +yssv+.Nr.KwwPmg+.•v.•e• t ! �.•boww+s•.wr.+,�.•tiw...+*..a. E] A. I3URN , WA . 98002 E0 BELLEVUE: W} . 98007 0 EVERETT , WA .` 98201 ACIL.ITIES DE ARTMENT KENT, A. 031 0 P RTLAND,, O . 97220. 0 RENTON WA 0 • SEATTLE, A 98124 +.AMi rtaw�aiwpw.vasu+m�...?•w.Mwa.r Ya+'yt +q�A".. .. r..l 4.4,~1.w«Iltep,117Ma.a. !�•;'�5;� }SP r; �t�x?r 5!. 3?3'�`J"•a'r'.>�: , �+ � A3;:.+ 2 : 3Ei�: ��4�' s� ,.. ' �>;' t '`.?• J` i i �,' rS. �r= '4:e 0 .J: •i .�:.. -s��.r . r. �. ; F'.: rs�c,-< �.e...�.ss..,. k.�a..:.:n..r... �i:1v ..:�su�JF:�': - F+ �, r:"^Lh�, :2�i3.! 1 �4, .�„�. ��N46..#k't. .. r S 4tactr3�s , r. 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Eft' n k�caC a. ��' 3ii�e:�. @,.a4."=�4.;eYe�Si�C'�' (7 �l��` I�������I�I�I1�1I111I1�1 I1�i111�I1�1I1�1I��II��IIi������I��1I1�II���f1�������1�1I�, II1I�IiI�I�I�I1li` 1�1I���i���II��I���I���I�������I�I�I���I���I 0 t6 THS INCH 1 2 3 4 5 6 7 8 9 10 11 MDEMGERu*m 1 2 NOTE: If the microfilmed document is less clear than this notice, i is due to the quality of the original document. 0c 6Z ae cz 9e sz sz sz zz sz 0? 61 et L1 91 St 71 es zs 11 01, 6 8 9 s i e z 1 wry 0 !MI I iui�iii�i �iiil���ili ,�iliiiiiiinlni��nnli� ► �iiiiiiiii�iii�l�i, i��inli�ii�i�iiliiiil�uilu�i�in�lin��nnli, ii��i��lnn���i, iiri�iiniii�i�ri�ii��i�����1��������ii i�,���,cc,►;, • DO'GR TYPES 7J.f.: Der, TtC . • . - • , . „ • •• • ■•••■•■•• 01. 11...rolo YIP'.•■■••••.• BREME lleatiamMINSINIOG PUGET SOUND REGION FEDERAL WAY ,EATTLE 7 1CINITY MAP BELLEVII(E\--/ ALGONA REVISION 1.11a• 1••• • RENTON B U I L D I N G 7-600 PROJECT S I T E KENT AUBURN r 1 KING CO. TO TACOMA P I ERCE CO . NO SCALE J.11.nr.smommer*Gar••••Eff.I.N.M.M.N.Sa .101 1■44,410.1.1allt.”1. ISSAQUAH MN VP IMF • BY .. ./MIMI1/ 1 /0 1 . 41 /01 0 1.01.11.0.5.11.6.01.1114.1.0•11,111 SEATAC INTERNATIONAL AIRPORT -. TO BURIEN 188TH STREET UL 600 TUKWIL 0 Iri 176TH P.TREET EMPLOYMENT SEATAC TOWERS 1E17-181 7-180 1 tL -o [OP 0 -1 EXIT 152 ORILLIA ROAD *OW/ • .01.!■■•Z: ..• • PROJECT LOCATION 7-452 ( DOU&ETREE 1-1W CORP :AIN CORPORATE 7-158 SQUARE 7.159 INLAND 0 — 7p - 0180TH STREET 7.771 L I .- otiC_ENILTtEoR PAVILION rn g FACILITIES S DEPARTMENT 7-110 D WWLER BLVD EXIT 1 NENDEL'Z CLESIDENCE INN Sr; 7 & TRAINING PLAZA ONE 7 - 3 DOOR ETREE 7.153 7-112 i g MIDLAND 0 t IOXHCENTER ---4‘,,,,_------- '7- TINWIT:A FTATI I SOUTHCENTEFI MALL rOLVD SAXER STRANOER ELVO D 7-450 BOEING OWNED SOUTHCENTEN SOUTH 13 12.12o TO BOEIN3 SPACE CENTER—KENT -- ( SITE PLAN P PA .„,..• HINGTON 9.118 CORPORATE PARK f BLACKRIVER WASHINGTON ca fig 1 111 VALLEY 405 GO BUSINESS PARK 1 :51 1:13 GRADY WAY a PLAZA CENTER TECHNICAL # 5' -2300 m c LONGACR ES TO F1ENTON SW 16'0-1 STREET PROJECT SITE B U I L D I N G 7-601 0 ea BOEING TO ELECTRONICS amut EPA:4;1126M SW 43RD STREET i .VIlim. , ...... 4.... 0: ..e.qg iamb, . ....ably il i 1 ■■■ D AUBURN, WA . 98002 O BELLEVUE , WA . 98007 A WA S Di EVERETT WA , 98201 O KENT WA . 98031 O PORTLAND OR . 97220 O RENTON , WA.98055 El SEATTLEI WA. 98124 NO SCALE ACCEPTABILITY Y THIS VESIGN APO/OR. SPECIFICATION IS APPROVED APPROVED BY DEPI. , 11111 1 11111 1 111111 1 11111 1, 11114 . 1 1: 11111 1 11111 1 11111 1 111111 1 1111 1 111111 1 11111 1 111111 I IIIII 1 11111 11 11111 1 11111 11 111 11 1 11111 111 11111 1 '- 1 . 1111 1 11111 ' 1 1 ' 1 ' 1 ' 1 - 1 ' 11111111 1 11111 1 11 ' 1111 1 11 ' 11 , _,,,,..,..:„,,,,,,,,,,:,,-,,, . , 11 , 111 ,, 1 !, 0 w thi THsc. 1 1 1 . 2 3 4 5 6 7 8 9 10 11 144DEI14GERNA 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 9 06 6Z 8e 4Z gZ GZ 4 7Z CZ Zz tZ OZ?, 6L et IA 9L St 4 7t CI t, LL 01, 6 9 4 9 9 47 C r4b4 CODE SUMMARY • •■■•/■•••104,e, ••■■••••fasawfa. *ye., • 0. a• • G *MILLER G.M1LLER CHEXKOD RUE QALT A RP ''W 2.1214 CBLIS ••■•,fta...6.41..1 4.y* • U.B.C. ZONING OCCUPANCY----------------- CONSTRUCTION TYPE--------- SITE AREA------------- — SITE COVERAGE------------- PARKING REOUIRED---------- PARKING PROVIDED—----- FLOOR AREA---------------- PROJECT NOTES LEGAL DESCRIPTION THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SAID NORTHEAST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 88'12'32" EAST 30.00 FEET TO THE POINT OF ORG1N OF THE CENTERLINE OF THE P DRAINAGE CHANNEL, WHICH CHANNEL CONTINUES SOUTH 88'12'32" EAST TO TERMINUS AT THE WESTERLY MARGIN OF CHRISTENSEN ROAD; THENCE CONTINUING SOUTH 88' 1232" EAST 360.00 FEET; THENCE NORTH 01'4728" EAST 69.00 FEET TO THE NORTHERLY MARGIN OF MINKLER BOULEVARD; THENCE CONTINUING NORTH 01'47'28" EAST 319.00' TO THE TRUE POINT OF BEGINNING OF THE PARCEL TO BE DESCRIBED HEREIN; THENCE FROM SAID TRUE POINT OF BEGINNING NORTH 88'1232" WEST 360.00 FEET THE THE EASTERLY MARGIN OF ANDOVER PARK WEST AS RECORDED UNDER AUDITOR'S FILE NO. 6355529, VOLUME 5095, PAGES 63 AND 64, RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG SAID EASTERLY MARGIN NORTH 01'47'28" EAST 150.00 FEET; THENCE LEAVING SAID EASTERLY MARGIN SOUTH 88 EAST 360.00 FEET; THENCE SOUTH 01'47'28" WEST 150.00 FEET TO THE TRUE POINT OF BEGINNING, TITLFr 1988 C—M ORIGINAL ZONING) B-2 kNO CHANGE) TYPE V—N (No CHANGE) 54,120 S.F. (1.24 ACRES) 18.7% 4/100 S.F. NET = 65 (A. 4 3.1/100 S.F. GROSS = 61 80 STALLS (+9 ADDITIONAI LOWER — 9,474 S.F. UPPER — EL4i2 S.F. TOTAL — 19,886 S.F. IITY OF WICWILA APPROVED 011.11L • •••• 10 I•■•■ SEPARATE REQUIRED - 7 i 4 1 ; 4 : 0144 1100 15114 PERMIT AND APPROVAL !III put eltai 7 C.C. ) (TUKWILA) ALLOWED BY RAILROAD APPROVAL) Ar. - a tO• • Ia • Ih........ • r P. • • 11 MP' I understand that the Plan Check approvals are 9Libject to error4 and omissions and approval of plans do not authorize the violation of any adopted code or ordinance. Receipt of contractors copy of approved plans acknowledged. By ( -ip /9 1 Permit .... Si Date COVER SHEET RECEIVED CITY 0 TUKWILA APR 219i PERMITCENTER 760Q. OFFICE REMODEL • BLDG 7-600 COL A-HP-5 venvabowoorsrboriavesetaattorawboo3 FILE COPY /601....W.141r101,0•01....211.11111111.11 NW l•PWV1Or TUKYOLA 4.4 OW 0 ISE&C ENGINEERS 91025 Dwo 7.600—G01 • 12rA ' • - a rt • • INCLUDE' IN SET DRAWING NO. SHEET NO. . • DRAWING TITLE REV DATE • ' i . Flem.a..........,.. GENERAL 7.600-G01 COI ________________ .,..........._. .,...,.......„..... .......„.... COVER SHEET ."., ....,,.....„ 03.28,91 7 600-G02 it CO2 INDEX OF DRAWINGS '0328.91 .-- • .,.., _____ ...rn....n.ors ARCH! TECTURAL _.......... iii R7.600-1A10-03/01/91 IAIOR FIRST FLOOR PLAN - REMOVAL A 53,28,5 R7.600-2A10-03/01/9I 2AIOR _...,... SECOND FLOOR PLAN - REMOVAL _ • 03,28:91 Ei 7.600•IA10 7.600-2A10 7,600-A200 lAi0 FIRST FLOOR PLAN A O3289f 2A10 SECOND FLOOR PLAN _. _ .6128.5 A200 -. DETAILS & SECTIONS A 03.28,91 03.28 03.2841 . . 7.600-A201 A20! SECTIONS & WALL TYPES A 7.600-IA280 IA280 FIRST FLOOR PLAN - REFLECTED CEILING PLAN A 19 7.600-2A280 2A280 SECOND FLOOR PLAN - REFLECTED CEILING PLAN 03.28.9! 03.28:11 e 7.600-A350 A350 ROOM FINISH SCHEDULE 40 7.600-A355 ' A355 ... DOOR SCHEDULE 03.28.91 _ _ _ . _ _ _ _ _.«...*••A...aln .a.iwavewomo*IA MECHANICAL 40 R7.600-IM10-03/08/91 IMIOR FIRST FLOOR PLAN - HVAC - REMOVAL A - 03.28.91 4P R7.600-2M10-03/08/9I 2MIOR SECOND FLOOR PLAN - HVAC - REMOVAL 03.2i3.9I 40 7.600-MI MI FOUNDATION PLAN -- PLUMBING A • 03,08.91 7.600-1M10 IMIO FIRST FLOOR PLAN - HVAC A 03.28,91 40 7.600-2M10 2M10 SECOND FLOOR PLAN - HVAC A 03.28.91 03.08791 40 7.600 IM110 FIRST FLOOR PLAN - PLUMBING A 40 7.600-2M110 2Mil0 SECOND FLOOR PLAN - PLUMBING 03 08091 40 7 .600-1M360 !M360 • FIRST FLOOR PLAN - SPRINKLER HEAD RELOCATIONS A 03.28.91 03,2791 40 7.600--2M360 2M360 SECOND FLOOR PLAN - SPRINKLER HEAD RELOCATIONS 1M361 FIRST FLOOR PLAN - 'AUTOMATIC SPRINKLER DRAWING (REF DWG) -- _ 7.600-M500 li 2M36I SECOND FLOOR PLAN - 'AUTOMATIC SPRINKLER' DRAWING (REF DWG) . -- • M500 PLUMBING DETAILS & DIAGRAMS 03,08.91 II ELECTRICAL R7.600-IEI0-03/08/91 . R7.600-2E10-03/08/9I lEIOR FIRST FLOOR PLAN -• LIGHTING --• REMOVAL 03.28091 • 2FIOR SECOND FLOOR PLAN - LIGHTING - REMOVAL A 03.28,91 03.2:8.91 R7.600-1E60-03/08/91 1E6OR FIRST FLOOR PLAN - 120/208 VOLT POWER - REMOVAL R7.600-2E60-03/08/9I 1 2E60R SECOND FLOOR PLAN .- 120/208 VOLT POWER REMOVAL 03.28,9{ 03 R7.600-IE360-03/08/91 1 IE360R FIRST FLOOR PLAN - TELEPHONE & DATA - REMOVAL 40 R7.600-2E360-03/08/9I 2E360R SECOND FLOOR PLAN - TELEPHONE & DATA - REMOVAL A 03,28_91 ' 40 7.600-E3 E3 120/208 VOLT POWER - MAIN FEEDERS, BUSWAYS AND PANELS A. 03.28.91 4 7.600-1E10 1E10 FIRST FLOOR PLAN - LIGHTING A 03,28.91 - 03.28.91 01.2e.91 4, 7.600-2E10 2E!0 SECOND FLOOR PLAN - LIGHTING 4) 7.600-1E60 1E60 FIRST FLOOR PLAN - 120/208 VOLT POWER A 2E60 SECOND FLOOR PLAN - 120/208 VOLT POWER A 03.28.91 7.600-1E261 li 7.600-2E60 7.600-2E261 4D 7.600-1E360 1E261 FIRST FLOOR PLAN - SMOKE DETECTOR 03.28,91 03:2879! OI28,91 03728.91 . 2E261 SECOND FLOOR PLAN - SMOKE DETECTOR A !E360 FIRST FLOOR PLAN -• TELEPHONE & DATA A 1:• 7.600-2E360 2E360 SECOND FLOOR PLAN - TELEPHONE & DATA A E500 • PANEL SCHEDULES • . 03.28.9!. 7.600-E501 li 7.600-E500 E501 PANEL SCHEDULES 03,28.91 III imams.a.. a.o.■ma. 001•11•el • . . . ;;. REVISION RELEASE FOR PERMIT (FULL SET) GENERAL REVISION BY AMMO DATE SYII GM GC 0„: 08.91 pre 1 03.28.91 REVISION . ; "4-'5 JTVW • , • • .74WWftm*AIWA4:'."40A A e• .01170110ww.•••••■•••■••■■••••••.. • r A "44 FACILITIES DEPARTMENT 11..0.4■••■•■■..1••■•■000411, ISSUE LEGEND NOT YET ISSUED PREVIOUSLY ISSUED, NOT IN THIS ISSUE IN THIS ISSUE O AUBURN 98002 O BELLEVUE , WA . 98007 O EVERETT , WA . 98201 O KENT , WA . 98031 O PORTLAND , OR . 97220 O RENTON, WA . 98055 SEATTLE , WA. 98124 RFSM I 4 A. rfA o tyl,orloji (1),1 sywar.••••■■■••••■■ 2gigge ets,*- •,J•ro - ' ' • ' 5 - ••■•= „. ••• • • 4, ' • " '4t • ' „c,..,1 . , t c; 11111111 1 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1111111111111111111111111111p1111111H IH1 1111111111 111111111111111111111 11111111111111 I I 2 3 4 5 6 7 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 9 10 11 MAN 12 G MlL ER OLT■1 G.MILLER oc 6 se LZ 9Z 9Z i7Z ez zz 1.z oe 61. 84 a 91 91. M L R 01, 6 8 L 9 S E L ?I 0 1111111111111111111d1111111111111111111111111111111111111111111111 419/.14/1806,1gi•IM91”. .040■•■■.........00.440/1/0.17.41.0.4••■•11.11MORIII.0.11M.1010.1.4M0,7111.•...1.14 INDEX OF DRAW 1 BLDG 7-600 -- 04104.1011111111014•1.0•4 RECEIVED CITY OF TUKWILA APR 2 399. PERIVIITCENTER INDEX OF DRAWINGS OFFICtMODEL COL A-14/ I -5 MON 11. A CITY OF TOIONILA APPROVED BuILDING "OR 1.2.0 R•11.01.,16.M.ONe BEaC ENGINEERS 400 NO. 61025 - •`'"`,"?•• • ' 7 600--002 •' . •434.4assokm4totf:at.it iy T a 1. 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E 3F - _ — .. :._ . - IF -il .SF I F FF 1 FI tt IF 0 1 1 1 1 � i t 1 t 1 1 1 t l i F 1 1 1 t t 1•YP TYP WA . 98002 d BELLEVUE WA . 98007 O EVERETT WA . 98201 O KENT, WA . 98031 13 PORTLAND, OR . 97220 L7 RENTON, WA , 98055 • SEATTLE , WA . 98124 I III! jllllll ljlllllllllj 1 1 1 4��jtll' �IIIj !IIIIi!jllll!Iljllljllljll! III! jllllll!�illlifljl�!�!�iji�ji�i Ij !I 2 3 4 5 6 7 8 NOTE: If the microfilmed document is .Less clear than this notice, it is due to the quality of the original document. II i1 11 6 • ili ;,r s *. IJ I � I I I I I !` 1 IlI j !1I l I1I 1 ' I1I 1 !1I j ICI 1 ICI j IIl11jli1 llj 1 11 "DE M GERMMr' '12 9 10 . n1r�w�re��r +f..anr�wartwrv.nyr.vw.�.n.sru 60M A 1. CL : FA, (li ltit � s1;ft)!1 - . 0£ 63 8C Gz 93 SZ 1 73 CZ 3.z 1,3 OZ 6I (L LI, 91 Sl 4I Cl 31 11 01, 6 8 L. 9 S 7 C z 1 Y V 0 IIIIII! Ilillll lillllllll!III!il!!!IIII!Illi! III! 11111111i111111IIII! II IIIII IIIIIh11 1111II III tiII II!I!iIIIIIIIIIII!IIIIIIIIIIhhn !JII! III! I VIII!! 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NEW PARTITION WALL (BOTH SIDES OF WALL). THE EXISTING MINI-BLINDS SHALL BE PROTECTED DURING REMOVAL AND /OR CONSTRUCTION, REPLACE (TO MATCH EXISTING) ALL DAMAGED BLINDS DUE TO REMOVAL AND /OR CONSTRUCTION. CITY OF TUKWILA OFFICE ViEMODEL EXISTING PARTITION TO BE REMOVED - EXISTING DOOR TO BE REMOVED REMOVE ALL EXISTING DEMOUNTABLE PARTITIONS COMPLETE. APR 2 tI91 PERNur CENTER FIRST FLOOR PLAN •` - REMOVAL REMOVE ALL E X I S I T N G DOORS AND DOOR FRAMES OF THE DEMOUNTABLE PARTITIONS COMPLETE. REMOVE ALL EXISTING CARPET, PAD AND BASE COMPLETE. REMOVE ALL EXISTING DOOR HARDWARE FROM DEMOUNTABLE P A R T I T I O N DOORS COMPLETE. REMOVE ACCORDIAN PARTITION COMPLETE. REMOVE EXISTING DAMAGED CEILING GRID (1 RUNNER, APPROXIMATELY 40') AND REPLACE WITH NEW RUNNER TO MATCH EXISTING. KEY PLAN RECEIVED LAST REVIZ1ON I A'IOR. +X'$ to, k UAW . ,. R 600 A10 /9 t r . 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R 1 Cert A. t. .„ SlATE OF Ye<010 A DEPT . • - • • ACCEPTAB 1 L 1 TV THIS DESI(N AND/OR SPECIF I CAT ION !S APPROVED APPROVED BY TYP zJ TYP DA1 E R MILL R BR !i I • MI ..L ER N T M r . r LE I, REPLACE EXISTING CEILING GRID DAMAGED (TO MATCH EXISTING) DURING REMOVAL AND/OR CONSTRUCTION, 2. THE EXISTING MINI-BLINDS SHALL BE PROTECTED' DURING REMOVAL AND/OR CONSTRUCTION, REPLACE (TO MATCH EXISTING) ALL DAMAGED BLINDS DUE TO REMOVAL AND/OR CONSTRUCTION. CONSTRUCT ION NOTrS REMOVE ALL EXISTING DEMOUNTABLE PARTITIONS COMPLETE. [6> _GEHLRAI NOTE5 REMOVE ALL EXISTING CARPET, PAD AND BASE COMPLETE, 175 REMOVE ALL EXISTING 2'-0"X2'-0" AND 2 -0"X4'-0" CEILING TILE COMPLETE. —1 sU?1fCU FLOOR PLAN REMOVAL 7-600 OFFICE REMODEL BLDG 7-600 COL -5 REMOVE ALL EXISITNG DOORS AND DOOR FRAMES OF THE DEMOUNTABLE PARTITIONS COMPLETE, REMOVE ALL EXISTING DOOR HARDWARE FROM DEMOUNTABLE PARTITION DOORS COMPLETE. REMOVE EXISTING WOOD BASE AS REQUIRED TO,INSTALL NEW PARTITION WALL (BOTH SIDES OF WALL). KEY PLAN rtr- RECEIVED CITY OFTUKWILA APR 2i PERIVirt CENTER CITY OF TUKWILA PPROVF_D /ea Lk AP 0 -4,64trialu 1 ill ON EIE4C ENGINEERS L AST RE VISION SY SHEET „toEnNoil. . • 91025" D N Q H . R7 . 6:00-2,A10-Ua 0 t 1 2 DATE • - ..... - ' 4 .: -,,.„:„ ; .. :, .,..,-,',,;.',',-..,-,.;-'- '',.,.-',' •;;?: '' ' ' • • ''''',' •.?,.'-t- , , . , , • , ..,-. , , ''''',...', .,, -,,,. ...4,....;". ...„,,4. .;,..:,:',..r..f.....- ..,": Lf.''',..:".:.1:,..''.';'ii.'-'.,t'' ..,-,t;:.-,f*.,:::-..."-7..:i4,-,..;•':g.'...;','.4i--...it'''-?..,Y;--'7,fiH??7gr,.•*,',':..t.-,,.;''.';.-1:";'.'''''•:',05n."1,.;.?'`.":":.....;.1‘-0.. 11111111 I Illi ..,%..-..,,`..!*..,' -'. t... .-"e• ".,,‘,.. •,, ,. ''''''> ',,-.4.P'- •.4 4 :A.:4 : -.",:.i,,, • '.'"?'.. 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LEiD • EXISTING DOOR TO BE REMOVED 4 1 , 1f 0 I 6 PP"?"" 1 EXISTING PARTITION TO' BE REMOVED , • . • • . „ • . • • • ‘k • • , . - DEmkAor • . -11111411 Lfl r I 'I -4-'12 _ ...._._.E , -, I ('4 Lot_ REVISION GENERAL REVISION ii »( 1 1 r*- OF ICE __ 3 11 1 22A -1 2 ' -3' OF hCE 121 1230 1111111 120A OFFICE f 1 C J APPROVED 124 I EO A TYP 119A OFFICE 119 DATE 03,28 91 12' -0 HALL L_ 127A) SUPPLIES L 1 E OPEN OFFICE X102 �OFFICE 125 � E126 J /12 :A II- - aria 2 RM G IIuA OFFICE D18 18 5A) TYP 1 REVISION -I_ 1 OOB 2' _8,1 LOBBY ' 100 � I � I 32 " -0" C \J CD AVIMOMP•11011•4•M447.11M.V. 4/1.11.1111.11.11.1.11M1 HALL 11 VI 101 1 (I15A ELEC 115 E AI `I14A WHEN 0l Ell 14 0 { FiRST FLOOR PLAN SCALE 173 -0 ,._ - __, f I 1 ----- -- -FE-. _ _-_._ : '" L- _u _ .w -- _r- : - -_ If :: -_— -- - - _ - - - =aF--- =.. � - =•= = = =,At -_-_- - _ _ - - - -- _ - - -�_- _'cam : - =: _ I i i �NI OFFICE CONFERENCE RM SUPPLIES 1291 r 130 � TYP APPROVED DATE 100C MEN 113 (112A STAIR I -F135_1 +ELE RM I I7� MECH RM 112 170 0 " 11 32. -O OPEN OFFICE 1_104 J � pc►s o �> " -_ � _ A 1AIO A200 BREAK ROOM -� -= = - .1 I : 1 - i -- j _ s. ..F". .X ' «4 rJti •4 C :� .h.- :,✓... N A vex Elm a FAC1LITIES DEPARTMENT i '. 110A OFFICE OF [ 109 F 11 .32' - -0„ 109A (6 7 IAI4IA200 TYP 108A OFFICE L 108 I 11 - - - -- —_ 0 AUBURN , WA . 98002 O BELLEVUE , WA , 98007 O KENTET T , WA ., 98201 98031 O PORTLAND , OR 97220 O RENTON , WA . 98055 • SEATTLE , WA . 98124 #.. S S l i , ION Ift .. a r .• - �' � %P' ,.... . _ .,.1.fJ . . �.aG. , -_ti `.� ?.`ti !'"d� "J�S�'s�.�Ffs'C� .ts ...4 r, ti... +C , W.,F7�+'. a.ax. ., .YAY:31�!?Sv.3i.'�3".r 9. .tf31S� :'Y✓.^.5;.R:.fi1'+f• �: �., n - -.4' W�7: -tom i 32 , -0 1, EA- (T07A OF ICE 1107 IAIO A201 1AiO A200 �' TYP 4✓ TYP HALL L 1O5 Fr) OCCUPANCY LOAD O FIRST FLOOR — (9,474 S0 FEET TOTAL) USE SCORE FEET OFFICE AREA /OTHERS 6,760.00 CONFERENCE ROOM 400.00 STORAGE /SUPPLIES 864.00 ACCESSORY USE AREAS 1,450.00 TOTAL 9,474.00 S.F. ' t� SECOND FLOOR — (10,412 SQUARE FEET TOTAL) OFFICE AREA /OTHERS CONFERENCE. ROOM . ACCESSORY USE AREAS It «; TOTAL 10,412.00 S.F. REFERENCE SECTIONS: U.B.C. -- 1 988 SEC. 3302. (o) U.R.C. -- 1988 SEC. 3305. (g) I?EGISTF! }:1) Sih is WA 4 =i�ri IAIO A201 TYP C) a) N r�- i N) 106A A 130 OFFICE, 1.06 v L _Sr rr . U RjJEET 6,884.00 2,128.00 1,400,00 ACCEPTAE31 L 1 TY TN19 DESIGN AND /OR SPEC I F I CAT 10N I S APPROVED APPROVED BY 7 v 4 DATE !1 1 OCCUPANT OAD FACTOR 100 15 300 -0-- EXCEPTION EXCEPTION (5) , .1 1 STAIR 2 1 134 7 1 E 3 OCCUPANT LOAD 67.60 26.67 2.88 —0... 97.15 OCCUPANTS OCCUPANT ,LOAD FACTOR 0CCIRANT LOAD 100 68.84 15 141.87 _0_ _0- 210.71 OCCUPANTS * BUILDING I S FULLY SPRINKLERED AND SMOKE ?ETECTORS ARE TO BE AND WILL BE MONITORED. DUE TO THE ABOVE (SPRINKLERED, SMOKE DETECTORS, AND THE ABOVE EXCEPTIONS) THE 'CORRIDORS', DO NOT NEED TO BE OF ONE —HOUR CONSTRUCTION. * NO 'CORRIDORS' EXIST ON THE SECOND FLOOR. ** FIST FLOOR PLAN 1 XX XX 1 ROOM NUMBER (1 DOOR NUMBER X GE NA N T 1. ALIGN ALL DEMOUNTABLE PARTITIONS WITH CENTERLINE OF MULLION UNLESS OTHERWISE NOTED. 2, ALIGN ALL DEMOUNTABLE P A R T I T I O N S WITH CHAMFER OF COLUMN AND/OR WALL UNLESS OTHERWISE NOTED 3. ALL DOORS A 6" FROM CORNER UNLESS NOTED OTHERWISE, 4. ALL DIMENSIONS ARE TO FACE OF COLUMN/ WALL /DEMOUNTABLE PARTITION UNLESS NOTED OTHERWISE. 5, VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, 6.. PATCH AND PAINT ALL DAMAGED EXISTING SURFACES DAMAGED DURING REMOVAL AND CONSTRUCTION (PAINT ENTIRE WALL) . 7. PRIOR TO INSTALLING FINISH FLOORING, INSPECT, PATCH AND REPAIR ALL SURFACES TO PROVIDE A SMOOTH, FLAT SURFACE THROUGHOUT. CONSTR J I CAN NOTE, ALIGN CENTERLINE OF DOOR WITH THE CENTERLINE OF OPENING. C) YOFTL KWILA APR 2 1951. PERMIT CENTER OFFIC R BLDG 7-600 C0. A -H/I -S CITY OF EtUKWILA APPROVED KEY PLAN TUKWILA I' ' ' !J I `� A Mgr F B U I L D I N G AND WALL SECTIONS DETAIL REFERENCE TO DETAIL PLAN WALL TYPE SEE SHEET A201 NEW P A R T I T I O N WALL B1iILDING DIVISION S &c ENGINEERS.'. LASS' REV Ia ;ON s ET 0:3.2 ,91 SY 1. 'DALE NO. 91025. ,60 1AI 3: 3 .1.4-4,7:*.,.: :m .. 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CD .J CD ( 2A1b201 2A1dA200 TYP TYP 4 HALL( ELEC LIWJII WOMEN () I ][72 V1= ELEV CABLE ENCLOSURE f 204 1 0 16 THS INCH SECOND FLOOR PLAN SCALE: • 8 -0 .000 32'-0" 32'-0" TELE RM --4 206 ] 209A) BREAK ROOM 209J r -r4C 12A1CIA200 MECH RM 210 ] STAIR I —[ ..1111■••••• .../1,211:01111,1 2A1921200 TYP f CD I 1 I i 44 •ItverosoWoWwWYWOWII C EJ UNASSIGNED L20571 2A10 A201 TYP 32' -0" 32'-O O AUBURN , WA . 98002 1 O BELLEVUE , WA . 98007 se , nur I F A C I L I T I E S DEPARTMENT 0 KENT , WA . 98031 0 EVERETT , WA . 98201 1 (;4 A'-licCT 1 rige711 0 PORTLAND , OR . 97220 , ‘ O RENTQN_, WA 98055 , SEATTLE WA . 98124 • . • • • lore,* or ow, 4...ow,. t 03: 1 .8 7 .9 •••••■■•••• • n 'OiV‘ aedii-Atiaill~i45:Wqr0a*WAttreOlf k ik 004510014ftikii6AlaVe4 " '1 ' , 4;.. 1, 4 *4:10 VX1 % :Ora 46k 'C? t' AA; • ■1 1 1:4 4 040VarAlf a :1M; 4;4' 44:4. , • • . . •. • . "-• smatavamems7r,orar .611- OW. 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IL oL 6 8 1. 9 G t, C Z 1 ein 0 1 IIIIIIIIHIIIIIIIHIIHIWIIIIIIIIiIIIIII!IIIIIIIiH/I I IIIM IIIIIIIiI i iIIIII I IIii I IIIIIIII I IIII I IIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIII:IIIIIIIIMIIIIIIIIIIIIIAN I MIIIIHIMIIIIIIIIIIIIIIIIIIIIIIIIIII I " III IIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIII I I I I 5'-0" TetallOPROWRIMOWARIOCSOISIOnnweeasAaVell11141111(.104.11 ,,,.....j,,,,,mw000artwooweromwaro:forMowoolowwwwo Wb 11.Q.E.110 X>TXX XX XX —1 1 0. 1 1 1 1 GENERIL, NEE KEY PLAN RECEIVED CITY OF TUKWILA APR 2 1991 PERMIT CENTER W • bUILPING AND WALL SECTIONS DETAIL REFERENCE TO DETAIL PLAN ROOM NUMBER DOOR NUMBER WALL TYPE SEE SHEET A201 NEW PARTITION WALL wwww I. ALIGN ALL DEMOUNTABLE PARTITIONS WITH CENTERLINE OF MULLION UNLESS OTHERWISE NOTED. 2. ALIGN ALL DEMOUNTABLE PARTITIONS WITH CHAMFER OF COLUMN AND/OR WALL UNLESS OTHERWISE NOTED. 3 ALL DOORS A 6" FROM CORNER UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF COLUMN/ WALL/DEMOUNTABLE PARTITION UNLESS NOTED OT HERW 1 SE 5. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. . 6. PATCH AND PAINT ALL DAMAGED EXISTING SURFACES DAMAGED DURING REMOVAL AND CONSTRUCTION (PAINT ENTIRE WALL). 7. PRIOR TO INSTALLING FINISH FLOORING, INSPECT, PATCH AND REPAIR ALL SURFACES TO PROVIDE A SMOOTH, FLAT SURFACE THROUGHOUT, ONSTRUCT QN NQTE5 D>. ALIGN CENTERLINE OF DOOR WITH THE CENTERLINE OF THE OPENING. CITY OF 11:IMLA APPROVED :I P :NG Di IS:ON , •4 ,,I, osirMtrowwww**100,20.,0.070( Imine.alaw• re) CO ' I • • • 1.!* 1•• REVISION APPROVED APPROVED DATE FACILITIES DEPARTMENT O AUBURN , . WA . 98002 O BELLEVUE , WA . 98007 O EVERETT , WA . 98201 O KENT , WA . 9803 1 O PORTLAND , OR . 97220 PEN a ON , WA : 98055 • SEATTLE WA . 98 ! 24 ..more..,.. u nlit; il# ' C;► iTUM 51:131 OP • WAS4.1: i;WN ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DETAILS & SECTIONS TO2+ L .6004200-. .NO SCALE SUSPENDED CEILING -i X 4' LIGHT FIXTURE ATTACHED TO SUSPENDED CEILING SYSTEM WITH C L I P (2) OR 1/2" SELF TAPPING METAL SCREW (2), wrowa. oak DEMOUNTABLE---- - PARTITION LIGHT FIXTURE BRACING Cri,�hP�ttr,. TYP DEMOUNTABLE PARTITION BRACE RO SCALE -- -12GA,. HANGER WIRES TYP. I A280 , 2A280 A200 EXISTING STRUCTURE ABOVE #12GA WIRE, PARTITION SEISMIC BRACE, ONE THREE -WIRE SPLAY BRACE AT EVERY 12 LE, MINIMUM 3 TIGHT TURNS AT EACH END. NO BENDS OR KINKS ON WIRES. TYP 1A10,2A10 A200 REVISION NO SCALE 8" MAX. EXISTING CEILING GRID ~--' ATTACH AT NORTH WALL AND ONE ADJACENT WALL. PROVIDE SPLAY WIRES TO EXISTING CEILING GRID (8" FROM WALL, 4'-0" 0.C) 8" MAX. CEILING GRID AT W',ALLSTYP�'2 NOTE: HOLD NEW PARTITION WALL TIGHT TO EXISTING EXTERIOR WALL, NOTCH PARTITION AT SILL AND TRIM OUT AS DESCRIBED ABOVE, FILL VOID AT MULLION WITH FOAM GLASS WINDOW MULLION SILL. (WOOD, METAL) I A280 , 2A280 A200 PARTITION CEILING RUNNER OR END CONDITION TRIM TO MATCH PARTITION EXPANDABLE FOAM (ODORLESS AND SUNLIGHT RESISTANT) SCALE: 3 "= 1' - -0" IA10,2A10 A200 2 3 4 C A� r SCALE: 3/4'= W Atidi 2 --8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. CROSS TEE MAIN TEE NOTE: HANGER WIRES 'E' AND 'W' ARE IN THE SAME VERTICAL PLANE AS THE MAIN TEE. HANGER WIRES 'N' AND 'S' ARE IN VERTICAL PLANES PERPENDICULAR TO THE MAIN TEE. CE!LING BRACE NO SCALE 8' -0 "' ..a....a........ �.,�..�....♦.....t�.. ......� '•__ li /-VERTICAL - MEMBER REQUIRED AT S[ ISMIC . P005 - VERTICAL STRUTS @ I2'-0" O.C., BOTH DIRECTIONS. (STRUT: USG DONN COMPRESS iON POST, VSA 24/47) \--- �N PLANE P OF Y EACH WIRE T B�ACING VERTICAL ANGLE, 45'. MINIMUM 3 TURNS 0 EACH END. N 2' - -8" 2, „ PARTITION AT MULL IQN�TYP) �6 CABINET ELEVA]1QLjIYE) �a , SCALE: - IA10,2A10 A20C q. ( 1, 11111I1J111J1j11 111J1J111111111111111I11 1.1.II'JII111111111j!11 II1111111111111 111111111111I1111111I 1t1111111 111111111111111111111llll1111 1111 111111' 111 111111j11111111 11111111111i11111II 0 16 THSINCN 1 6 7 8 9 10 11 MADE INGER14MY 12 06 6Z 8C LZ 9Z 5Z 7Z £Z ZL II!IIIII! III! III IIIIIIIII11111IIII111IIIIIIIII I11111111IIIIII111 III ',11111111111P11!1I 1.1111 1111!! III !IN1111:111∎111111111111111!II! 111 11111111I IIIII !II11!II!II!(1111111III111111!II 111111111! 11111111111 1111111I! II1111111i111111111111 !I11I11111IIIIIi1I!II111i 1111111 !III!1111ii!IIii11111111H111IIII1 LZ O7 6L 81 LL 9L SL 7L Cl EL LL OL 6 8 L 9 £ Z l vin 0 TYP) 1A280,2A280 SEE: - B—) FOR COMMOM CALLOUTS A2OO j A ?.00 - - - -- - SINK L— .. ;.. •[ ? -"Ai ✓ `pc'.i.4Jt 0 0 0 0 - SCAL : ....wilAwlymmelormammimmorm.11.4.6.1.....mwomormowaisp...emml.Willeamoribm.4 Ow Amy dem.......0.14.110.00. 1"_...44-0 O O Q ✓ i ca` O 0 CABINET 0 0 0 0 O 0 12'- -0" ON CENTER O 0 O E 1 LG : , R . LAYOUT ... IYEL.1T A200 NO SCALE (SEISMIC POD LOCATIONS) IA280,2A280 A200 RECE VED CITY OF TIIKWILA APR 2 MI PERMITCENTER PLASTIC LAMINATE FACE WIRE PULLS (TYP) PLASTIC LAMINATE ON COUNTER TOP, EDGES, SIDES AND BACKSPLASH BLOCKING (AS REQUIRED, TYP) DRAWER WITH 1/4" HARDBOARD ADJUSTABLE SHELF 1/4" HARDBOARD ADJUSTABLE STANDARDS (TYP) PLASTIC LAMINATE INTERIOR AND SHELF BLOCKING (AS REQUIRED) 4" RUBBER BASE CM OF TUKWILA APPROVED APP 8 #12 WIRE.HANGERS @4 -0 0C EACHIAY SUSPENDED FROM STRUCTURE ABOVE CEILING BRACING AT 12' -0 "X112' --0" (MAX,) TO MATCH STRUCTURAL SYSTEM AND ON CENTER, EACH WAY. SEE. TYPICAL BRACING THIS SHEET, Di„IO LW:SION #12 WIRE PER I METER` HANGERS: 'FROMWALL:S AND PER OWE UDC (88) 47, 1812. LOCATE FIRST POINT OF BRACING WITHIN 4'--0" OF WALLS. 4 44 / .• � I. / i • V \\ \ / \ • / i \ 1 • \. ip / \ I / \ !, -=� REVISION APPROVED APPROVED DATE FACILITIES DEPARTMENT O AUBURN , . WA . 98002 O BELLEVUE , WA . 98007 O EVERETT , WA . 98201 O KENT , WA . 9803 1 O PORTLAND , OR . 97220 PEN a ON , WA : 98055 • SEATTLE WA . 98 ! 24 ..more..,.. u nlit; il# ' C;► iTUM 51:131 OP • WAS4.1: i;WN ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DETAILS & SECTIONS TO2+ L .6004200-. .NO SCALE SUSPENDED CEILING -i X 4' LIGHT FIXTURE ATTACHED TO SUSPENDED CEILING SYSTEM WITH C L I P (2) OR 1/2" SELF TAPPING METAL SCREW (2), wrowa. oak DEMOUNTABLE---- - PARTITION LIGHT FIXTURE BRACING Cri,�hP�ttr,. TYP DEMOUNTABLE PARTITION BRACE RO SCALE -- -12GA,. HANGER WIRES TYP. I A280 , 2A280 A200 EXISTING STRUCTURE ABOVE #12GA WIRE, PARTITION SEISMIC BRACE, ONE THREE -WIRE SPLAY BRACE AT EVERY 12 LE, MINIMUM 3 TIGHT TURNS AT EACH END. NO BENDS OR KINKS ON WIRES. TYP 1A10,2A10 A200 REVISION NO SCALE 8" MAX. EXISTING CEILING GRID ~--' ATTACH AT NORTH WALL AND ONE ADJACENT WALL. PROVIDE SPLAY WIRES TO EXISTING CEILING GRID (8" FROM WALL, 4'-0" 0.C) 8" MAX. CEILING GRID AT W',ALLSTYP�'2 NOTE: HOLD NEW PARTITION WALL TIGHT TO EXISTING EXTERIOR WALL, NOTCH PARTITION AT SILL AND TRIM OUT AS DESCRIBED ABOVE, FILL VOID AT MULLION WITH FOAM GLASS WINDOW MULLION SILL. (WOOD, METAL) I A280 , 2A280 A200 PARTITION CEILING RUNNER OR END CONDITION TRIM TO MATCH PARTITION EXPANDABLE FOAM (ODORLESS AND SUNLIGHT RESISTANT) SCALE: 3 "= 1' - -0" IA10,2A10 A200 2 3 4 C A� r SCALE: 3/4'= W Atidi 2 --8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. CROSS TEE MAIN TEE NOTE: HANGER WIRES 'E' AND 'W' ARE IN THE SAME VERTICAL PLANE AS THE MAIN TEE. HANGER WIRES 'N' AND 'S' ARE IN VERTICAL PLANES PERPENDICULAR TO THE MAIN TEE. CE!LING BRACE NO SCALE 8' -0 "' ..a....a........ �.,�..�....♦.....t�.. ......� '•__ li /-VERTICAL - MEMBER REQUIRED AT S[ ISMIC . P005 - VERTICAL STRUTS @ I2'-0" O.C., BOTH DIRECTIONS. (STRUT: USG DONN COMPRESS iON POST, VSA 24/47) \--- �N PLANE P OF Y EACH WIRE T B�ACING VERTICAL ANGLE, 45'. MINIMUM 3 TURNS 0 EACH END. N 2' - -8" 2, „ PARTITION AT MULL IQN�TYP) �6 CABINET ELEVA]1QLjIYE) �a , SCALE: - IA10,2A10 A20C q. ( 1, 11111I1J111J1j11 111J1J111111111111111I11 1.1.II'JII111111111j!11 II1111111111111 111111111111I1111111I 1t1111111 111111111111111111111llll1111 1111 111111' 111 111111j11111111 11111111111i11111II 0 16 THSINCN 1 6 7 8 9 10 11 MADE INGER14MY 12 06 6Z 8C LZ 9Z 5Z 7Z £Z ZL II!IIIII! III! III IIIIIIIII11111IIII111IIIIIIIII I11111111IIIIII111 III ',11111111111P11!1I 1.1111 1111!! III !IN1111:111∎111111111111111!II! 111 11111111I IIIII !II11!II!II!(1111111III111111!II 111111111! 11111111111 1111111I! II1111111i111111111111 !I11I11111IIIIIi1I!II111i 1111111 !III!1111ii!IIii11111111H111IIII1 LZ O7 6L 81 LL 9L SL 7L Cl EL LL OL 6 8 L 9 £ Z l vin 0 TYP) 1A280,2A280 SEE: - B—) FOR COMMOM CALLOUTS A2OO j A ?.00 - - - -- - SINK L— .. ;.. •[ ? -"Ai ✓ `pc'.i.4Jt 0 0 0 0 - SCAL : ....wilAwlymmelormammimmorm.11.4.6.1.....mwomormowaisp...emml.Willeamoribm.4 Ow Amy dem.......0.14.110.00. 1"_...44-0 O O Q ✓ i ca` O 0 CABINET 0 0 0 0 O 0 12'- -0" ON CENTER O 0 O E 1 LG : , R . LAYOUT ... IYEL.1T A200 NO SCALE (SEISMIC POD LOCATIONS) IA280,2A280 A200 RECE VED CITY OF TIIKWILA APR 2 MI PERMITCENTER PLASTIC LAMINATE FACE WIRE PULLS (TYP) PLASTIC LAMINATE ON COUNTER TOP, EDGES, SIDES AND BACKSPLASH BLOCKING (AS REQUIRED, TYP) DRAWER WITH 1/4" HARDBOARD ADJUSTABLE SHELF 1/4" HARDBOARD ADJUSTABLE STANDARDS (TYP) PLASTIC LAMINATE INTERIOR AND SHELF BLOCKING (AS REQUIRED) 4" RUBBER BASE CM OF TUKWILA APPROVED APP 8 #12 WIRE.HANGERS @4 -0 0C EACHIAY SUSPENDED FROM STRUCTURE ABOVE CEILING BRACING AT 12' -0 "X112' --0" (MAX,) TO MATCH STRUCTURAL SYSTEM AND ON CENTER, EACH WAY. SEE. TYPICAL BRACING THIS SHEET, Di„IO LW:SION #12 WIRE PER I METER` HANGERS: 'FROMWALL:S AND PER OWE UDC (88) 47, 1812. LOCATE FIRST POINT OF BRACING WITHIN 4'--0" OF WALLS. 4 • • 1 0) - - T ;.0 sear+s..r.'rr , 1 N) rJ REPEAT NOTES FROM BELOW EXISTING EXTERIOR WALL CONDITION :il FOR INFORMAT }ON ONLY WALL S ECTION TYP I410,2A1O A201 REVISION BUILT - -UP ROOFING METAL FLASHING PLYWOOD DECK TRUSSES RIGID INSULATION WOOD FURRING G.W.B WITH WOOD TRIM ALUMINUM WINDOW FRAME INSULATED GLASS CONCRETE WALL • CONCRETE FIN WALL BEYOND CONCRETE ROOF SPANDREL G.W.B. SOFFIT WOOD BLOCKING RIGID INSULAT I ON BATT INSULATION WOOD FRAMING TO TRUSSES SUSPENDED ACOUSTICAL CEILING CARPET, PAD AND RESILIENT BASE 1 1/2" CONCRETE TOPPING 3/4" PLYWOOD (2 LAYERS) TRUSSES CONCRETE SPANDREL RIGID INSULATION WOOD BLOCKING BATT INSULATION SUSPENDED ACOUSTICAL CEILING CARPET, PAD AND RESILIENT BASE 4" CONCRETE SLAB 4" SAND W. P, MEMBRANE 4" GRAVEL PERIMETER SLAB INSULATION LANDSCAPED BERM SIDEWALK FOOTINGS /FOUNDATIONS (CONCRETE) S1 444.r ,aq \ .'eW,,Vitrr er.4f /15WW/CimmtrirlrOC. 1_,J L3.1 • a Cr: z): - -- -- < V7 F— a: C.) LIJ CD C7 7 F -- 1 i - ) 00 N 't (:) L i 1 - U CD 6() ENGINEERS L T n i i ion SYtvBU S' :T •+M .. .'.�' ".. .�'W - �'r - t ,. . .r _ -- , P.r;. � -. � : ,. µ �, :. ,. Yn.l♦ h raC • `n •�f O'+a" ... , ... _ .. .. .. v: _ _.. .. -..,.. .. «,v.. «....rnse'ai�+.t .. .. , �1`�iti'�r roGe3 -. .�..;.>..c. .``�' # d .. _ .i4 "FS.7fl.. e� _. o ,i... • %g3s�sfr;+ �'- < ?�I,IiL( L1Ju.i jJJNJ ,tl1U!1JIJ111111 4 111 '4 e • I : :.: 1 / USG - DONN HIGH PERFORMANCE PARTITION WALL IA10,2AIOIA200 -- - SUSPENDED ACOUSTICAL TILE CEILING AND GRID 22 GA. METAL STUD FOR A 3 1/4" WIDE WALL AT 16" O.C. - DEMOUNTABLE PARTITION PANEL (5/8" G.W,B. WITH VARIOUS FINISHES) -•--- METAL STUD RUNNER - FASTEN RUNNER TO SLAB AT 24" O.C. WITH POWDER ACTUATED I 1/4" LONG PINS BASE PER FINISH SCHEDULE r------- FINISH FLOORING PER FINISH SCHEDULE CONCRETE SLAB /TOPPING DEMOUNTABLE PART I T ION SECT ION YE o- IAI'o,2A10jA2OI C AUBURN , WA . 98002 0 BELLEVUE , WA . 98007 ril 0 EVERETT , WA . 98201 FACILITIES DEPARTMENT 0 KENT , WA . 9803 0 PORTLAND , OR . 97220 0 RENTON , WA . 98055 if SEATTLE, WA . 98124 isroperolurestoreascascammslinirpri ....•.u+...n..mvtw ....•- .m..•. y am, ✓ 'C 1 .r 1 Y 1 -----22 GA. METAL STUD FOR A 3 1/4" WIDE WALL AT 16" O.C. / , -----5/8" -•- -- -- 5/8" TYPE 'X' G.W.B. (EACH SIDE) WITH VINYL COVERING (EACH SIDE) -- -22 GA. METAL RUNNER (TOP AND BOTTOM) FOR A 3 1/4" WIDE WALL A = USG --- DONN HIGH PERFORMANCE PARTITION WALL AS SHOWN PARTITION D SCALE: , ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APED BY DEPT. DATE IL ER R vl I r., tY 1111 `I11JIIII1III11111I11II111II1 1111JII1Q#I.IIglI111III1I111I1 11 11I1l11 111I111111111I11111jII11111IIII111111 ,11111,1Iif II111l1II! IIII1111111111 7. IIII; IIIIIIIIIIIIIIII11111I111111111I111 (11 9 10 11 MADE IN GERMANY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 16THS INCH 1 2 + 3 4 5 6 7 8 e 0c 6z SG LZ 9 5Z . a ZZ LE OZ 6l 8L LL 91 G hl CL Zl 11 OL 6 (( 8 L 9 s +, c z 6 I ww 0 IIIIi11111i11! I11lll1111!! Illil! 11! llllill1l!II1!tl1lliilli!II III! 111111! iii! 1lillill!Il�i!Il!!1)IIII 1111 ll 1! 11 lili111 1111IIIIIIli1 !II!IIii111iIl1llill!1111!lu iiill!lllfiilill!! ll! il1illlllf1 1ii11111111iI11IilllIi1ll1111lbill !! 11111! I !IIIIIII1III!I w.r.w.�+rr.wrrrs .l" •....r -,G::i•.. -h-. - e;.•�r.>,o... -, n:r.:. �.•. �r�, �:-. v.... A+ �6Y •X�J�.%'rivv7•..�..�rax:.a� =a•: • ulgiagAgi i0 1 2 - ' ' H w B = USG - DONN HIGH PERFORMANCE 8' = USG -- DONN HIGH PERFORMANCE FINISHED FLOOR TO GWB (TYPE STUDS (3 1/4" WIDE AT 16" 0 SOFFIT TO STRUCTURE ABOVE PARTITION DETAIL jPLAJ Nv SCALE: 3"=C-0" ' -O" 2 5/8" 3 1/4 ; WITH PAINTED , CN (EA.��BSE WE) - - E X I S T I N G CONCRETE WALL OR G.W.B. COVERED STEEL COLUMN -----22 GA . METAL STUD FOR A 2 5/8" WIDE HALL AT 16" 0.C. SCALE: 3"=1'-0" REC 1VED GITY OF TUKVVIUN SECTIONS & WALL TYPES —22 GA, METAL STUD FO A 3 1/4' WIDE WALL AT F» 0. C 22 GA. METAL RUNNER.(TOP AND BOTTOM) FOR A 3 1/4" WIDE %ALL PARTITION WALL AS SHOWN PARTITION WALL AS SHOWN FROM 'X') sum WITH 22 GA. METAL •C•) AND 5/8" TYPE 'X' GWB FROM 5 /8" TYPE 'X' G.W. -B. (ONE SIDE) WITH VINYL COVERING - 22 GA. METAL RUNNER (TOP AND BOTTOM) FOR A 2 5/8" WIDE WALL = USG - DONN HIGH PERFORMANCE PARTITION WALL AS SHOWN y9 � PART 1 T LON DETALLLLAN SCALE: 3 _PARTI7_I_QN DETAL_(F?I_AN) APR 2 1991 PEPMITCENTE 1- OFFICE fl ODELL BLDG 7-600 ca. A-41/1 -5, 111011 A 1 25A21 i N • • 0 CITY OF UKWILA APPROVED i BU LDIN D 0OL`1 22 GA. METAL STUD FOR A 3 I/4" WIDE WALL AT 16" 0.C, - 5/8" TYPE 'X' G.W.B. (EACH SIDE) WITH VINYL COVERING (ONE SIDE) AND PAINTED (ONE S I DE) 22 GA. METAL RUNNER (TOP AND BOTTOM) FOR A 3 1/4" WIDE WALL D = USG -- DONN HIGH PERFORMANCE PARTITION WALL AS SHOWN D ' = tJSG -- DONN HIGH PERFORMANCE P A R T I T I O N - WALL AS SHOWN FROM FINISHED FLOOR TO GWB -(TYPE 'X') SOFFIT WITH 22 GA, METAL STUDS (3 1/4" WIDE AT 18" O,C.) 5/8" TYPE 'X' GNB FROM SOFFIT TO STRUCTURE- APOVE GMI / ,�:S • • • • • • ;F; P.SVISION 0+ 1A28p1A200 TYP O AUBURN WA. 98002 O BELLEVUE , WA . 98007 O EVERETT , WA. 98201 O KENT , WA . 98031 O PORTLAND , OR . 97220 O RENTON , .WA . 98055 IN SEATTLE WA. 98124 Ot Vii,F,1;Inf"0,% IA280 A200 TYP IA280 A200 TYP ACCEPTAB I TY THIS DESIGN AND/OR SPECIFICATION IS APPROVE APPROVED BY DEPI BLDG 7-600 SEE MECHANICAL/ELECTRICAL DRAWINGS FOR REMOVALS /RELOCAT I ONS /NEW LOCATIONS OF FIXTURES/EQUIPMENT/ETC. 2. EXISTING CEILING GRID (RUNNERS, TEES) TO REMAIN. REPLACE, TO MATCH EXISTING, CEILING GRID . (RUNNERS, TEES),DAMAGED DURING REMOVAL AND/OR CONSTRUCT !ON . REPLACE EXISTING DAMAGED CEILING GRID (i RUNNER, APPROXIMATELY 40') WITH NEW RUNNER TO MATCH EXISTING,' FIRST FLOOR. REFLECTED CEILING,' PLAN OFFICE- REMODEL RECEIVED * • CITYOFTUMNILA APR 2 1991 pERNorcENTER• 4'-0"x2'-0" FLUORESCENT LIGHT F I X TURE 4'-0 FLUORESCENT LIGHT FIXTURE 2'-0"x2'-0 FLUORESCENT. LIGHT FIXTURE INCANDESCENT LIGHT. FIXTURE (FLOODLIGHT) ILLUMINATED EY IT SIGN F I R E SPR I NKLER HEAD DIFFUSER RETURN AIR DIFFUSER/EXHAUST TRANSFER GRILLE SPEAKER • 4 , • .. • 9 06 6Z se LZ 9Z SZ 12 CZ ZZ LZ OZ 61 91 Lt 91 St 'it Ci ZI 11 L 6 • 9S C Z s'irl 0 Ilillhdidilhiillilidill11111h11111111111111111111iiiIIIIII . ..„ „ • - -altUt4teids;Otrkpreeitallijg00401**4011-431;641444.70-'.*•94410Kaktee4Aiki,404gft .f h,7-7 -44:::';,41-1414.44e..,*.%;-,4&24.04414VageSk4654023/Wtet4ati;-0,*..-:e...i-x-V.;,.;4-:),411?,:la=T5;!-,6ff,'59,0F:e1.•',•;', - • • ...I.: .; t 1 111111111111111 111111111 11i 111111 1 .4 " 2 , 3 5 6 7 8 4 10 11 "ant PERMArY 12 NOTE: If the mie document is less clear than this notice, it is due to the quality of the priginal document. 0 e THS INco4 111 1 -5‘ ' '1" REVISION GENERAL REVISION APPROVED DATE 0 'En REVISION APPROVED a a C r 7 f F A C I L I T I E S DEPARTMENT 0 AUBURN , WA . 98002 O BELLEVUE , WA : 98007 0 EVERETT , WA . 98201 O KENT , WA , ;98031 O PORTLAND , OR , 97220 O RENTON WA , 98055 M SEATTLE , WA . 98124 It 1(0 nE ISrE:'ED SIAF a WAS d' .1.:7ut! � �<v': -? .a. " -'if .N� ?_. ...sii '!" , <'rf' - u S•_5. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 4'- O "x2'_O" FLUORESCENT LIGHT FIXTURE 4'- O -O" FLUORESCENT LIGHT FIXTURE 2'-0"x2 F1'' ~ ' SCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE (FLOODLIGHT) ILLUMINATED EXIT SIGN F I R E SPRINKLER HEAD DIFFUSER RETURN AIR DIFFUSER 17 m- GENERAL NOTES I. SEE MECHANICAL /ELECTRICAL DRAWINGS FOR REMOVALS/RELOCATIONS/NEW LOCATIONS OF FIXTURES /EQUIPMENT /ETC 2 EXISTING CEILING GRID (RIJNNES, TEES) TO REMAIN, REPLACE, TO MATCH EXISTING, CEILi.NG GRID (RUNNERS, TEES) DAMAGED 0 N � TR 0 DURING REMOVAL AND /OR CONSTRUCTION. � NT UC T 0 N SEE SHEET 2E261 FOR LOCATIONS OF SMOKE DETECTORS. . _ SECOND FLOOR PLAN D CEILING PLAN OFFICODEL BLDG 7-600 ca. A_Hl CITY or TUKWILA APPRVED : 'APR 18 ASNWED ' BUILDING DIVI KEY PLAN ,w . RECEIVED CITY OF TUKWILA APR 21:91 PERMIT CENTER T'ILA 2 t 2802 NIX 2'- 0 "x2' -.O" SUSPENDED CEILING GRID 21 -O' xa , ^D., SUSPENDED CEILING GRID TRANSFER GRILLE SPEAKER .J CEILING HEIGHT - '-D 1 ENGINEERS St A2 91025 . 6OO -2A280 3 4#2 2 .9 I ':. 3.28 91 - dal ir 49�Y0,?-01!5 ti3ek*.o4w: q`otegracveor. �r'•^N04.i.* s Y�:sy :.f , - • 0 1BTHS INCH 1 .__�..- _�__ -_.} -- .. T III I SECOND FLOOR PLAN — / 2A G A200 TYP I}. E.. . (E) 1 2A28 IA200 TYP �--- -` 1 - --41- I- XI, EXIT + 0 F . r_s '�w.rnllau�raMA�c r- 2A28O� 2A282 / TYP TYP �t..� T �•. i�� ;•.:. y .. .. ..- "-4,'Y i ;. .:`.t: ♦ ..I. C. .���: Y.'�• ,� i .0 e. ..� Kt - , - .,i.; 1111111111111111111111II 1111111J11111IIf 1V91I111111111I1I1f 1111111f 111111111111111111111111 II11111f 111`11111111111f 11i1111I111111111111IIIIIIII111f 1111111111111111111I111fII11111111111111 <._ 3 4 5 6 7 8 9 10 1.1 MADE IN GERMANY 12 NOTE: If the microfilmed document is leas clear than this .totice, it is due to the quality of the .original document. Oe 63 8e LZ sZ SZ +7z CZ ZZ lZ OZ 6L 81 Lt 91 5l iL £l Zl LL OL 6 8 L 9 S 'i C z I l vin 0 111111111Illlll111111! II! I! IIIIHII11111111 !IIIIIIIIIIIIIIIII!IIII, III !IIiIII1111111I1!IIIII!111111l 11111! IIIf! IIIIIIIII! IIIIIIIIII !Illili111111111!III!!II! IIIIIIIIII !11111111IiII 1 111111111111 01111111111lilllll111!1Ill 1111 1 111IIl111 ;IiIIIIIIIIIIIIIIiIIII,1III !11111111 (41 t/_ � I --- i O (3 L5 4 -44 NOTES: _ __ __ __ __ __ __ -_ _ _ --- • FISH MATERIALS . - - . . _ • ''''''..""P'4*.'"*- ....... KEY ±r FINISH NOTES ............... . ............. ' MATERIAL. ' - ---- FLOORING ---- .......,..0, CARPET FACTORY FINISH ■- U.0,■r.wam BENTLEY COVENT GARDEN, -N....ff F-1 : VATERFORD', EG32B1353 ______ F-2 SHEET VINYL FACTORY FINIST ARMSTRONG: POSSIBILITIES, QUILTED DOTS, "SANDSTONE", #66153 ..... ______ ............ • kr... .....■•••,•■•■•■* ....... • — 677.00 CASE ■...... ,■.o., .w4m.. *,......* , 72:1_ B-I RUBBER BASE rACTORY FINISH JOHNSONITE: 4", "CRAY", DC--48 6-2 - - • ._-__ WO _.... OD STAIN AND SEAL MATCH EXISTNG (eX3/4") _.. ......_ . ____......"._ _ - WALLS ---- --- --6,-- _ -I CONCRETE (EXISTING) PAINT PARKER PAINT: "POLAR BEAR', #5420W -2 DEMOUNTABLE PARTITIONS FACTORY FINISH (VINYL) USG DONWIWALL (5/8" G W B - "PRESIDIO ISLAND LR 78" VINYL, "DAWN GRAY" TRIM , : ... - • AL G,W.S -4 , (EXISTING) PAINT PARKER PAINT: "POLAR BEAR", #5420W . W DEMOUNTABLE PARTITIONS PAINT USG: DONN WALL (5/8" G.W.B. - PAINTED - PARKER PAINT. "POLAR BEAR", 5420W In --- CEILING -- C-1 SUSPENDED.ACOUSTICAL TILE FACTORY FINISH ARMSTRONG: SANSERRA TRAVERTONE 2'-0"X2 (SQUARE CUT 1EGULAR LAY-IN EDGES) C-2 SUSPENDED ACOUSTICAL TILE FACTORY FINISH ARMSTRONG: CORTEGA MINABOARD 2 (SQUARE LAY-IN EDGES) C-3 G.W.B, (EXISTING) PAINT PARKER PAINT: 'POLAR BEAR", #5420W NOTES: . • I. EXISTING CEILING GRID (RUNNERS,/TEES) SHALL BE USED . . _ .._ •0 0. ACCEPT AB I L TY ER THIS DES I GN AND/OR .L', 1 k 131 STEI: r - 1 ) SPEC I r CAT ION Is APPROVED * : • 1 N -. APPROVED BY DEPT . DAIE , M R . A OA TUM • • , . .. , . — .---- ....... . ). AP - * , • - - itl. : Y k i # I t4 GENERAL REV I SI ON 'DATE REVIsiON APPROVED 1 DATE gmaw'mwacuaammaza O AUBURN , WA . 98002 O BELLEVUE , WA 98007 APPAOPAEOW" 0 EVERETT , . 98201 O KENT , WA . 98031 0 PORTLAND , OR.. 97220 O RENTON, ▪ SEATTLE WA . 98055' M . 98124 FAC 1 L. 1 T I ES DEPARTMENT rt I. THE EXISTING WOOD BASE SHALL BE RETAINED IN THE AREA AND ADDITIONAL BASE SHALL BE ADDED AS INDICATED (IF APPLICABLE) 2. THE "--" DESIGNATES THE EXISTING MATERIAL REQUIRES NO WORK 3. PAINT OUT EXISTING COLUMN (W-3) 4:4 ACA. WA' EL 1073 LI elt.015Sei RECEIVED CITVOPTIWWILA APR 2 MI PERMIT CENTER • mfolooilma4:i • . „.. . . ., 111111111111111111111111111111111111111111.turyilliiiiiiijilp ipiiiiiii p iiii111111111111111111111111111 , 1111111111 111111111iiiiii1114111illiiiipillilliiiiiiiiiiiiiiiiiili111 6 WINSINCH i 2 : 3 4 5 6 7 8 9 , 10 11 MADE I " "" ta/lY 12 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 40 1 , 1 ) 06 6Z Se LZ 9Z GZ 4 /Z EZ ZZ IZ OZ 61 St Lt 91 gt 4 7l el El 11 01, 6 8 L 9 g ti E 1. W V 1 11 1 hm 66666 hmhwhifihmhd1mhd1mhwkihwhmhwhmhm66616661111An6h111666666666111A111114111141111144ifildid4101111 teAtvoziesniillor.s.t ROOM FINISH SCHEDULE • NO . B ROOM F FLOOR NORTH E EAST S SOUTH W WEST C CEILING _._r_ .......„...„ BASE W WALLS B BASE W WAL W BASE W WALLS BASE W WALLS M MAT L . m 100 L LOBBY B B-2 W W-3/4 - -- W W-I/3 W W-I/3 8 8-2 W W-I/3/4 C C 1/3 -0" SEE NOTE 101 H HALL - -- - -- W W I 3 8 8-2 W W-4 - -- W W-I 3 - -- - -- C C-I13 - - S SEE NO E . -- - - 1 02 O OPEN OFFICE F F-I B B-I W W-2/3 B B-2 W W-I/2/ B B-I W W-2 B B-I W W-2 C C-2 0 0 S ........,............4 103 H HALL F F-I B B-1 W W-2 - - - -- B B-1 W W-2 R R-1 W W-2 C C-2 - -0" - - • - - - : - 104 O OPEN OFFICE F-I B B- W W-I/3. B B W W-2 8 8-1 W W-I/2/3 8 8-1 W W-2 C C-2 ' '.4)" S SEENOTE 105 H HALL F F-I B B-I W W-2 B B I W W-- 3 3 3 1 W W-2 1 1 2 2WI/2 3 3 C C-2 9 9-O S SEE NOTE 106 O OFFICE F 107 O OFFICE F F-I B B-I W W-2 B B-I W 8-1 W W-2 C C-2 - - •••••■•■•,.. 108 O OFFICE F F-I B B-I W W-2 8 8-1 W WL-2 B B-! B B-I W W-2 C C-2 - -0" ." ..............r■ ' ' A...■41* 109 O OFFICE F F-I B B-I W W-2 B B W W-2 B B 1 W W-1/3 B B-1 W W-2 C C-2 - -0" _-_ 110 O OFFICE F F-1 B B-I W W-2 8 8-1 W W-2 1 13-1 W W-I 3 W -- W W-2 C C-2 9 9 -0 ------- • 1 1 1 B BREAK ROOM F F-2 8 8-1 W W-2 B B-1 W W-2 8 8-1 A 112 M MECHANICAL ROOM _ __ _ __ _ _ _ - -- _ __ _ __ _ __ _ __ - -- . .._ . 113 M MENS RESTROOM _ __ _ __ _ __ ... 114 W WOMENS RESTROOM _ _ __ _ __ _ __ _ __ _ __ _ __ _ __ _ __ _ __ _ __ ______ 115 E ELECTRICAL ROOM - -- _ __ - --- _ __ _ __ _ __ _ __ _ __ . .-- _ __ _ __ 116 E ELEVATOR _ __ _ __ _ __ _ __ _ __ _ __ _ __ _ __ _ __ _ __ _ __ . . , 17 T TELEPHONE ROOM - --- - -- _ _ --- _ __ _ __ _ __ _ __ _ __ _ __ __ _ 118 O OFFICE F F-I B B-I W W-2 B B-2 W W-I 3 4 B B-I I I 8 8-1 W W-2 C C-2 ' '" S SEE NOTE 1 119 O OFFICE F F-I B B-1 • W-2 • •B-I W W-2 B B 1 w w.-l/3 3 3-1 W W-2 C C-2 9 9-O 120 O OFFICE F F 1 B B-I W W-2 B B 1 W W-2 B B-1 W W-1/3 B B-[ W W-1/3 C C-2 9 9 -0" . 121 O OFFICE F F-I 8 8-1 W W-2 B B-I W W-2 8 8-1 W W--2 8 8-1 W W-I/3 C C-2 - -0 ......_ 122 O OFFICE F F-I B B-I W W-2 B B-I W W-2 B B- W W-2 8 8-1 W W-I/3 C C-2 ' '-0" 123 O OFFICE F F-1 B B-I W W-I/3 B B-I W W-2 B B--I W W-2 B B-1 W W-I/3 C C-2 9 9'-O" .......--__ 124 O OFFICE F F-1 B 125 O OFFICE F F-I B B W W-I 3 8 8-1 W W-2 B B-I W W-2 B B I W W-2 C C-2 ' '-0' ... 126 O OFFICE F F-I B B W W 1 3 B B-1 W W-2 B B-I W W-2 B B-1 W W-2 C C-2 9 9'-0" . . 127 S SUPPLIES F F 1 B B-1 W W-2 6 6-1 W W-2 B B-I W W-2 B B-I W W-2 C C-2 . . 128 C COMPUTER ROOM F F-I B B W W-2 B B-I W W-2 B B--1 W W-1/2/3 B B- W W-2 C C-2 9 9'-0" 129 C CONFERENCE ROOM F F-I B B W W-1 3 B B1 W W2 B B-I W W-2 8 8-1 W W-2 C C-2 9 9'-0" 130 S SUPPLIES F F-1 8 8-1 W W-I 3 B B 1 W W-2 B B-1 W W-2 B B-I W W-2 C C-2 9 9' S SEE NOTE 3 131 O OFFICE F F-I B B- W W-I 3 8 8 I W W-I 3 8 8-1 W W-2 B B-I W W-2 t t.,-.2 9 9'-0"- 132 O OFFICE 1 1 B B-I W W-2 B C--2 9 9'-O" S SEE NOTE [ - ------- 133 M MAIL ROOM F F 1 8 8-1 W W-1 2 3 - -- W W-1/3 B B-I W W 1 1 W W-2 C C-2 9 9'-0" S SEE NOTE 1 134 S STAIR 2 F F-I - i35 S 200 L LOBBY - -- 8 8-2 W W-3/4 - -- W W-I 3 - --- W W-1,3 B B-2 W W-I 3 4 C C-I 3 9 9'-O" S SEE NOTE 201 H HALL - -- - 203 C CONFERENCE ROOM F F-I 8 8-1 W W-1 3 B B-2 W W-I 3 4 8 8-1 W W-I/3 B B-1 W W-1/3 C C-2 9 9 -0 S SEE NOTE 204 C CABLE ENCLOSURE F F 1 - -- W W-2 - -- W W-I 3 - -- W W2 - --- W W-2 C C-2 9 9 S SEE NOTE - _ __.........-- 205 U UNASSIGNED F F 1 B B-I A ALI/3 B B-1 W 206 T TELEPHONE ROOM _ __ _ __ - -- - -- _ __ _ __ _ [ 2 208 S STAIR 2 F F-I - -- W W-I/3 - --- W W-I/3 - -- w w-l/3 - 209 B BREAK ROOM F F-2 8 8-1 W W-2 B B-1 W W-2 B B-I W W-1 3 - -- W W-I 3 C C-'2 - -0" S SEENOTE - ----7---- 210 M MECHANICAL ROOM _ __ _ __ _ __ _ __ _ __ _ __ _ __ _ __ _ __ _ __ 211 M MENS RESTROOM - -- _ __ _ __ _ __ - -- _ __ _ __ _ __ _ __ _ __ --..------....---- 22 W WOMENS RESTROOM _ __ _ __ _ __ _ __ _ __ _ __ _ __ _ __ . . .. 213 E L --- - -- _ __ - -- _ _ _ _ __ _ __ 214 E ELEVATOR _ __ - -- _ __ - -- - -- _ __ _ __ _ __ _ __ _ __ , , 215 S STAIR I F F I - -- W W-I/3 - -- W W-1 - -- W W - -- - -- C C-I 9 9 0" S SEE NOTE 1 .. . . . _ _ _ - --- . ---- , ,,., FISH MATERIALS . - - . . _ • ''''''..""P'4*.'"*- ....... KEY ±r FINISH NOTES ............... . ............. ' MATERIAL. ' - ---- FLOORING ---- .......,..0, CARPET FACTORY FINISH ■- U.0,■r.wam BENTLEY COVENT GARDEN, -N....ff F-1 : VATERFORD', EG32B1353 ______ F-2 SHEET VINYL FACTORY FINIST ARMSTRONG: POSSIBILITIES, QUILTED DOTS, "SANDSTONE", #66153 ..... ______ ............ • kr... .....■•••,•■•■•■* ....... • — 677.00 CASE ■...... ,■.o., .w4m.. *,......* , 72:1_ B-I RUBBER BASE rACTORY FINISH JOHNSONITE: 4", "CRAY", DC--48 6-2 - - • ._-__ WO _.... OD STAIN AND SEAL MATCH EXISTNG (eX3/4") _.. ......_ . ____......"._ _ - WALLS ---- --- --6,-- _ -I CONCRETE (EXISTING) PAINT PARKER PAINT: "POLAR BEAR', #5420W -2 DEMOUNTABLE PARTITIONS FACTORY FINISH (VINYL) USG DONWIWALL (5/8" G W B - "PRESIDIO ISLAND LR 78" VINYL, "DAWN GRAY" TRIM , : ... - • AL G,W.S -4 , (EXISTING) PAINT PARKER PAINT: "POLAR BEAR", #5420W . W DEMOUNTABLE PARTITIONS PAINT USG: DONN WALL (5/8" G.W.B. - PAINTED - PARKER PAINT. "POLAR BEAR", 5420W In --- CEILING -- C-1 SUSPENDED.ACOUSTICAL TILE FACTORY FINISH ARMSTRONG: SANSERRA TRAVERTONE 2'-0"X2 (SQUARE CUT 1EGULAR LAY-IN EDGES) C-2 SUSPENDED ACOUSTICAL TILE FACTORY FINISH ARMSTRONG: CORTEGA MINABOARD 2 (SQUARE LAY-IN EDGES) C-3 G.W.B, (EXISTING) PAINT PARKER PAINT: 'POLAR BEAR", #5420W NOTES: . • I. EXISTING CEILING GRID (RUNNERS,/TEES) SHALL BE USED . . _ .._ •0 0. ACCEPT AB I L TY ER THIS DES I GN AND/OR .L', 1 k 131 STEI: r - 1 ) SPEC I r CAT ION Is APPROVED * : • 1 N -. APPROVED BY DEPT . DAIE , M R . A OA TUM • • , . .. , . — .---- ....... . ). AP - * , • - - itl. : Y k i # I t4 GENERAL REV I SI ON 'DATE REVIsiON APPROVED 1 DATE gmaw'mwacuaammaza O AUBURN , WA . 98002 O BELLEVUE , WA 98007 APPAOPAEOW" 0 EVERETT , . 98201 O KENT , WA . 98031 0 PORTLAND , OR.. 97220 O RENTON, ▪ SEATTLE WA . 98055' M . 98124 FAC 1 L. 1 T I ES DEPARTMENT rt I. THE EXISTING WOOD BASE SHALL BE RETAINED IN THE AREA AND ADDITIONAL BASE SHALL BE ADDED AS INDICATED (IF APPLICABLE) 2. THE "--" DESIGNATES THE EXISTING MATERIAL REQUIRES NO WORK 3. PAINT OUT EXISTING COLUMN (W-3) 4:4 ACA. WA' EL 1073 LI elt.015Sei RECEIVED CITVOPTIWWILA APR 2 MI PERMIT CENTER • mfolooilma4:i • . „.. . . ., 111111111111111111111111111111111111111111.turyilliiiiiiijilp ipiiiiiii p iiii111111111111111111111111111 , 1111111111 111111111iiiiii1114111illiiiipillilliiiiiiiiiiiiiiiiiili111 6 WINSINCH i 2 : 3 4 5 6 7 8 9 , 10 11 MADE I " "" ta/lY 12 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 40 1 , 1 ) 06 6Z Se LZ 9Z GZ 4 /Z EZ ZZ IZ OZ 61 St Lt 91 gt 4 7l el El 11 01, 6 8 L 9 g ti E 1. W V 1 11 1 hm 66666 hmhwhifihmhd1mhd1mhwkihwhmhwhmhm66616661111An6h111666666666111A111114111141111144ifildid4101111 teAtvoziesniillor.s.t .._ •0 0. ACCEPT AB I L TY ER THIS DES I GN AND/OR .L', 1 k 131 STEI: r - 1 ) SPEC I r CAT ION Is APPROVED * : • 1 N -. APPROVED BY DEPT . DAIE , M R . A OA TUM • • , . .. , . — .---- ....... . ). AP - * , • - - itl. : Y k i # I t4 GENERAL REV I SI ON 'DATE REVIsiON APPROVED 1 DATE gmaw'mwacuaammaza O AUBURN , WA . 98002 O BELLEVUE , WA 98007 APPAOPAEOW" 0 EVERETT , . 98201 O KENT , WA . 98031 0 PORTLAND , OR.. 97220 O RENTON, ▪ SEATTLE WA . 98055' M . 98124 FAC 1 L. 1 T I ES DEPARTMENT rt I. THE EXISTING WOOD BASE SHALL BE RETAINED IN THE AREA AND ADDITIONAL BASE SHALL BE ADDED AS INDICATED (IF APPLICABLE) 2. THE "--" DESIGNATES THE EXISTING MATERIAL REQUIRES NO WORK 3. PAINT OUT EXISTING COLUMN (W-3) 4:4 ACA. WA' EL 1073 LI elt.015Sei RECEIVED CITVOPTIWWILA APR 2 MI PERMIT CENTER • mfolooilma4:i • . „.. . . ., 111111111111111111111111111111111111111111.turyilliiiiiiijilp ipiiiiiii p iiii111111111111111111111111111 , 1111111111 111111111iiiiii1114111illiiiipillilliiiiiiiiiiiiiiiiiili111 6 WINSINCH i 2 : 3 4 5 6 7 8 9 , 10 11 MADE I " "" ta/lY 12 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 40 1 , 1 ) 06 6Z Se LZ 9Z GZ 4 /Z EZ ZZ IZ OZ 61 St Lt 91 gt 4 7l el El 11 01, 6 8 L 9 g ti E 1. W V 1 11 1 hm 66666 hmhwhifihmhd1mhd1mhwkihwhmhwhmhm66616661111An6h111666666666111A111114111141111144ifildid4101111 teAtvoziesniillor.s.t t4 GENERAL REV I SI ON 'DATE REVIsiON APPROVED 1 DATE gmaw'mwacuaammaza O AUBURN , WA . 98002 O BELLEVUE , WA 98007 APPAOPAEOW" 0 EVERETT , . 98201 O KENT , WA . 98031 0 PORTLAND , OR.. 97220 O RENTON, ▪ SEATTLE WA . 98055' M . 98124 FAC 1 L. 1 T I ES DEPARTMENT rt I. THE EXISTING WOOD BASE SHALL BE RETAINED IN THE AREA AND ADDITIONAL BASE SHALL BE ADDED AS INDICATED (IF APPLICABLE) 2. THE "--" DESIGNATES THE EXISTING MATERIAL REQUIRES NO WORK 3. PAINT OUT EXISTING COLUMN (W-3) 4:4 ACA. WA' EL 1073 LI elt.015Sei RECEIVED CITVOPTIWWILA APR 2 MI PERMIT CENTER • mfolooilma4:i • . „.. . . ., 111111111111111111111111111111111111111111.turyilliiiiiiijilp ipiiiiiii p iiii111111111111111111111111111 , 1111111111 111111111iiiiii1114111illiiiipillilliiiiiiiiiiiiiiiiiili111 6 WINSINCH i 2 : 3 4 5 6 7 8 9 , 10 11 MADE I " "" ta/lY 12 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 40 1 , 1 ) 06 6Z Se LZ 9Z GZ 4 /Z EZ ZZ IZ OZ 61 St Lt 91 gt 4 7l el El 11 01, 6 8 L 9 g ti E 1. W V 1 11 1 hm 66666 hmhwhifihmhd1mhd1mhwkihwhmhwhmhm66616661111An6h111666666666111A111114111141111144ifildid4101111 teAtvoziesniillor.s.t BY • ....egoo ......0,.. . ti ..■.,.■,..■•■• W.O.P0.4M+101 • 40 J••••00.•■■•■•. WOR FROM TO DOOR SIZE TYPE TIC MTL FN PLASS RAT MO: !RA& Hosic• • • „.. ,. NOTt ' MARK (2) (3) (4) (5) (0) ( (0) ,-, SI EXTERIOR LOBBY ___ __ -- -- ---------- -______._-_ -- - ___ El EXTERIOR STAIR 2 _ _ , - ; ----- , ---- ;r -- " — INA LOBBY OPEN OFFICE 7 -0 1 3/4' WOOD /4 W 20 MN, — ----r.---.- - ----r- • . ___ 100B LOBBY OPEN OFFICE 3'-0"X7'-0 1 3/4 W000 -- W 20 MIN --' ROC HALL OPEN OFFICE , ,..) 0"X7'-0" 3/4 WOOD -- 1 4 W 20 MiN -.- „, ,..... ___ _ ..........•-..„-• • ..........r ,annow.••••• 106A HALL OFFICE 1 3/4 WOOD -- 77: 1 107A HALL OFFICE f 1 3 4 WOOD -- __ — 108A HALL OFFICE 3/4" w67 -- 109A OPEN OFFICE OFFICE -05T:Y 1 3/1" wow _- 110A OPUIOFFICE OFFiCE -0"X7 " O I 3/4" WOD -- • ..1•••••* II1A OPEN OFFICE BREAK ROOM -0 X7 - ' 1 3/4 WOOD —' _ __ II2A MENS RESTROOM MECHANICAL ROOM —. . _ _ 113A HALL MENS RESTROOM II4A HALL WOMENS RESTROOM I 15A HALL EL ECTR I CAL --- -- __ -- __ I I 7A HALL TELEPHONE ROOM -- -- ___ - _ -- -- __ _ 1 18A OPEN OFF OFF 1 CE 1 3/4" WOOD -- -- '. -- - I 1 19A OPEN OFFICE OFFICE 3 ' 1 o ' .. ' 3( X 7 _.., - :: c 6 r 7 ; - i 3/4" WOOD — — — —. 1 120A OPEN OFFICE OFFICE '-017 1 3/4" W000 -- -- -- -- 1 12IA OPEN OFFICE OFFICE -0X7 1 3/4" WOOD -- -- 122A OPEN OFFICE OFFICE 3'-OXV-O" 1 3/4" WOOD -- -- -- —7 123A HALL OFFICE ,, -0 X7 -0" 1 3/4 WOOD -- -- -- -- MoCw••■••••n •••,• 124A HALL OFFICE 3 1 3/4 WOOD -- -- -- 125A HALL OFFICE -0"X7 1 3/4 WOOD -- -- -- 126A HALL OFFICE -0"X7 A 1 3/4 WOOD -- -- —• 127A HALL OFFICE 3_0"X70 1 3/ WOOD -- -- -- -- 1 , 128A HALL OFFICE 3O "X7'-0 3/4" WOOD -- -- -- 1 129A HALL CONFERENCE ROOM 3 -0 X7 - 1 3/4" WOOD -- -- -""• -- 130A HALL STORAGE -- X7 - 1 3/4 WOOD -- -- -- -- . 13IA HALL OFFICE 3 0 X7 A 1 3/4' WOOD -- -- ..... 132A HALL OFF!PE -0 X7 - 1 3/4' WOOD -- -- -- -- 134A STAIR 2 HALL 200A LOBBY UNASSIGNED - -0 X7 - ' 1 3/4" WOOD -- I/4' W 20 MN. -- • ____ 263A LOBBY CONFERENCE ROOM -0 X7 -O B 1 3/4" WOOD -- -- 20 MIN, -- 3 ..-._ — 2038 UNASSIGNED CONFERENCE ROOM -0"X7 B 1 3/4" WOOD -- -- --- -- 205A HALL UNASSIGNED 3)_OPX7?O» 1 3/4" WOOD -- -- I/4' W 20 MiN.'. 7 206A HALL TELEPHONE ROOM _ 7. 208A STAIR 2 UNASSIGNED __ _ _ _ -- __ _ 209A UNASSIGNED BREAK ROOM , -0 ' 1 3/4 WOOD .— 2I0A MENS RESTROOM MECHANICAL ROOM --- _ -- -- — 21IA HALL MENS RESTROOM — _ ___ __ 212A HALL WOMENS RESTROOM -- -- -- -- -- --- .„ . - 213A HALL ELECTRICAL ROOM __ __ __ ,„ - __-- __ _ ___. __ __ 6111.1 _ -- __ — MEL . APP 03.28.91 bME SYM REVISION O AUBURN , WA . 98002 0 BELLEVUE , WA . 98007 • EVERETT , WA . 98201 O KENT , WA 98031 0 PORTLAND , OR . 97220 O RENTON, WA ,98Q55 98Q55 1 SEATTLE, WA . 98124 NOTES: NOTES: fl 1073. IORDORrircUrOW ST yosttttlitiom TYPE 'A' WOOD ACCEP73777 IFICATiDN IS APPRWED , THIS DESIGN AND/OR SPEC I awammemermanwarimm Urallarri° c't -0 :441410‘,,NtitAtiM,K010 . 5614164,0P1.461$ 1 164/aieVitalicf r tuairf}iittrif/fOriagetesAWM,10;t4104**416 '7' -64",06Z- V1 ::*.APKA-ZitiAV.,34T W.; =„ •g•i 4 Sii0"irklig Re?, ^1W5;45 f•A. • MI& ,•• , . • -,• • ;.• ••••• ;••••,: • - ....... ....... • 7...Et-Y.-. • , • ' ti Hi 1111[1177011101111011101177117171 kf 0 1 2 3 4 .3 . ,„. . . . . `'. 7 , 8 . .,. 9 . 10 • 11 MA " ( 12 NOTE: If the microfilmed document is leas clear than this . . notice, it is due to the quality of the original document. • 06 6Z EIG LZ 9Z GZ i7Z CZ ? L oe IL et LI. 91 91 4 71 C1 Z1. Li. OL s c. 9G C Z1 v+t 0 . , . . : . • B APP 03.28.91 bME SYM REVISION O AUBURN , WA . 98002 0 BELLEVUE , WA . 98007 • EVERETT , WA . 98201 O KENT , WA 98031 0 PORTLAND , OR . 97220 O RENTON, WA ,98Q55 98Q55 1 SEATTLE, WA . 98124 NOTES: NOTES: fl 1073. IORDORrircUrOW ST yosttttlitiom TYPE 'A' WOOD ACCEP73777 IFICATiDN IS APPRWED , THIS DESIGN AND/OR SPEC I awammemermanwarimm Urallarri° c't -0 :441410‘,,NtitAtiM,K010 . 5614164,0P1.461$ 1 164/aieVitalicf r tuairf}iittrif/fOriagetesAWM,10;t4104**416 '7' -64",06Z- V1 ::*.APKA-ZitiAV.,34T W.; =„ •g•i 4 Sii0"irklig Re?, ^1W5;45 f•A. • MI& ,•• , . • -,• • ;.• ••••• ;••••,: • - ....... ....... • 7...Et-Y.-. • , • ' ti Hi 1111[1177011101111011101177117171 kf 0 1 2 3 4 .3 . ,„. . . . . `'. 7 , 8 . .,. 9 . 10 • 11 MA " ( 12 NOTE: If the microfilmed document is leas clear than this . . notice, it is due to the quality of the original document. • 06 6Z EIG LZ 9Z GZ i7Z CZ ? L oe IL et LI. 91 91 4 71 C1 Z1. Li. OL s c. 9G C Z1 v+t 0 . , . . : . • JCH :.; APPROVED 03.28.91 BY APPROVED SHEET SYMBOL DATE • ..�.:w.s.,.+w.*rtr :G+ -M i a � • w r_. 'fit•'.". REV 1SfON • GENERAL REVISION Li .....�,...•fr,.�e..�w. �........,- -y •. rYt . _. • .M : , r+Ri1irourif+l''a 1 11 1 I1L -�-1 1 y rN,........Ys•;. • • C REVISION /._ h . .. li Ii ;r I I 11; // . -- _ r�4T -'..!4 :..r�l3Elh•'�2 f P.�f':Y�•?di•Eq•�yq — '�" ,• I � 1 1 j 1 t !11 111 1'1I it '.r.- � � { • l ) } if!I !11 _ 'I4_ _> ? it F �'• tl • i +L ._ h F i RST FLOOR PLAN - DEMOLITION FACILITIEDEPARTMENT • O AUBURN, WA . 9$002 O BE L LEVUE , WA • 98007 O EVERETT , WA . 98201 O .KENT, WA. 98031 O PORTLAND, OR . 97220 O RENTON , WA . 98055 SEATTLE WA . 98124 1 x} 0 .sm.smc. 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. ..r�. »«..,.....r «.r.roe+.� .+ n.... ue..... w+.. wv�. w.+ n....+..,.... .w....ww.u..�.e. . 0..71 06 6Z 8G LZ 9Z sZ 4 7Z EZ ZZ L 0? 6L 8 LI 9l sl VI £l Z 1 O I 6 8 G f 9 G * £ Z W 0 11! III!!! 1I !!!!II!!!II!IIIII1iI!1!11!11I1i 11!1 IIII1!! III!II!!1!I! ; !l4!1!Iili!11 1111! I!!! IIIi11l111hIIIIIIIIII11111 1Idmilllll 111111 1! IIIIIIII! IIIlIIII!! III I!!IIIIIIII!?hIII�h!lillll!I!; 1111 ?1lIi111I1!IIhI!! 1111111l I! 11! 11lil !!I!!!!I!!!!I!!I!h111!I!!!! 11!1! 1!! zi. �!II +I +I! +I II I+! i+ I+ I++ I' J:' il' �I Ii�+ I+ I+ I+ I+ i+ l! I++ �!�! +1 +� +i + I�I�j�I + + I +� ►I +IiI +III +(III�IIr�IIi�iII III�II! I!!! 41Ii i!!!! I! � I�III�II111II�III�IIi�I�I�III� :. 9 10 11 MAXIM EFMN.Y 12 ( G; 1 � REYNOLDS J, ! - 1% IN • �hF ., • ••K '�� ., .. .- -', 5 4.�.��, �:. �'.:'. `.. -f�. ; � _ s s ti? - � f tr'"j - "'z r ". / <// ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE k, • HAIN S 3 c KE W.H N"Kr i L R! ; 7 -60D apoorememesaursdroismalsommitoomemlato CONSTRUCTION NOTES: t> CE I L I NG MOUNTED EXHAUST FAN TO BE REMOVED, INCLUDING FLEX DUCT AND EXHAUST GRILLE IN SOFFIT, GRILLE OPENING TO BE PATCHED AND SEALED AIR TIGHT BY GENERAL. CONTRACTOR. TYPICAL FOR ALL. . • F'!BERGLASS RETURN AIR TRUNK DUCT TO REMAIN > RETURN AIR BRANCH DUCT TO BE REMOVED.. PATCH AND SEAL OPENING IN TRUNK DUCE AIR TIGHT. • DX SPLIT SYSTEM TO BE REMOVED ENTIRELY, INCLUDING FAN /COIL UNIT, DUCTWORK, SUPPLY DIFFUSERS, RETURN GRILLE FLEX DUCTS, SUPPORTS, REF I GERANT PIPING, CONDENSATE DRAINS, HANGERS, CONDENSING UNIT AND PAD. RETURN TO BUILDING OWNER. PATCHING AT S O F F I T BY GENERAL nn►trn An '7' G NERAL L•U;N I i:M'L 1 OR , SUPPLY D I F F U S E R TO BE REMOVED. FLEX DUCT TO REMAIN FOR RE-USE TYPICAL ALL. [ `-r 24 "'x24 " EGG - -CRATE PE T URN GRILLE TO BE REMOVED. = - 24 "x24 " EGG - -CRATE TRANSFER G R I L L E AND FIBERGLASS JUMPER DUCT TO BE REMOVED. JUMPER DUCT TO BE RELOCATED AND RE-USED -- TYPICAL ALL. 2 ;>48x2? EGG-CRATE TRANSFER GRILLE AND FIBERGLASS JUMPER DUCT TO BE REMOVED. DUMPER TO BE RELOCATED AND RE-USED -- TYPICAL 9.i > 24 "x12" EGG-CRATE R/A GRILLE TO CEILING CAVITY TO BE REMOVED. 24 "x24' EGG -CRATE TRANSFER GRILLE TO BE REMOVED. FIBERGLASS PLENUM AND CONNECTED FLEX DUCTS TO REMAIN. [T E X I ST I NG '/.A V. BOXES AND ELECTRICAL DUCT HEATERS TO REMAIN. IN MOST CASES, THERMOSTATS WILL BE REMOVED AND RELOCATED - TYPICAL, REMOVE ROUND METAL. DUCT AS SHOWN. VERIFY EXACT REQUIREMENTS WITH NEW DUCTWORK SHOWN ON DWG.!MIO. ( HVAC PLAN - DEMOLITION ', 0 . 7 -6C0 OFFICE REMODEL ca e -x /1-s RECEIVED CrNOFTUDVILA APR 2 1W1 PERMIT CENiePl�R 4Pp 1111. PR' ! I E O.O _ ,.4 •r .H,,.... , 9a41.' t%C .s :7 1,�sjz'i"i 3 C' 4(iV ::ir. '.'�`i9�l ri3T': 3:` :Pa 2 ao* No. ��jj ((�� JJ ✓102 4: DWG N R7,600 -I M I OR-01/0/91 27. 4 REVISION GENERAL REVISION ' A ) (b ) 5- t.' :I if - �i, f1 i ,Iij I 1 1 '• • _ T . p 1 1 ' APPROVED JC< -i; C f,J r ri ;- •1.1.:71 >" ;, - �-t 1 4T7te"' : . -' ' t , .. J! 1 w t I I lI l 1 I 1 1 �y. 1 . . tit t I I �a J - ` --_.. — 4 ... i ;1.,. a1 ~— REVISION _i. - I4, rt -.- -- 11 1 t 1 1 1 � 1 I —'--1 1 '. t _ 1 . !, j .. 0 ;< __ 1. _ _ 1 k 1 : -_ -. -_. Ifr- .- .t > -s-- ( ----- 1, ) 1't -.,.K 4s -- - 1 SECOND FLOOR PLAN '.. ... i*. • ''•. x... }'e'ei 1.1. 1._ _' 1 .: • -.4 1 DEMOLITION FACILITIES DEPARTMENT L t 3F: 0 AUBURN, WA . 98002 ❑ BE L L EVUE , WA . 98007 ❑ EVERE TT , WA . 9820 ❑ KENT , WA . 98031 ❑ PORTLAND., OR . 97220 ❑ RENTON, WA. 98088 • SEATTLE , WA . 98124 tr r ... i s .::. ,. 4, ., - : lllmyllllll 'IIiIIuluiIIIIIIIIIiepillymIll pjIplquipiIIwI111miji,1llllllf wi llIil1rpHIIIIIIIIIIIIIIIIIIITII 0 ,atH91NCH 1 2 3 4 5 6 7 8 9 . NOTE: If the microfilmed document is less clear than this . notice, it is due to the quality of the original document. 111!11 11 ;11111111111111111111111 1O 11 MwOERWI>M 12 0 OP' 6Z ee re 9Z 9Z hi £Z ZZ tZ OZ 61 91 L 3l St ht £t Zl ll 01. 6 8 (( L. 9 s h £ Z 1 WW O 1 11 1 1 1 1111111111! 1 1111 1 11h1 1 1L1! I! illlIIII 1 !II�!1l 1ill!�LIIII!II!1l11111 LI 111 11 ►I�I1!III!! illl l{ IIIIIIIit�IIIII !IIIM111111!Ii�!I!I !!)! �II! I! I! II�IiI Il�illl�IilI�Illllllli�I !1111111�iill�llll�li! VIII! ! i!1 11111�111111111�IIIIIIIIII111 !Illil�llll� ,. -., REYNOLDS HA1N u. HA I NLS H N W.HENcKEL iq 7 • TITLE .ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION I S APPROVED APPROVED BY DEPT. DAl CONSTRUCT lON NOTES: ..., 41.............71.. > CE I L ! NG MOUNTED EXHAUST FAN TO BE REMOVED, !NCLUDING FLEX DUCE TO EXHAUST GRILLE IN SOFFIT, PATCH OPENING AND SEAL AIR TIGHT. E HAUST GRILLE TO REMAIN, FIBERGLASS RETURN AIR TRUNK DUCT TO REMAIN, ...> SUPPLY DIFFUSER TO BE REMOVED. FLEX DUCT TO REMAIN FOR RE-USE, 174 24 "x24 " EGG_CRATE RETURN GRILLE TO BE REMOVED. . [5 >' 24,: x2.4" EGG -CRATE TRANSFER GRILLE TO BE REMOVED, FIBERGLASS JUMPER DUCT TO BE RELOCATED OR RE-USED. [6C> 24• "x24" EGG-CRATE TRANSFER GRILLE TO BE REMOVED, FIBERGLASS PLENUM AND CONNECTED FLEX DUCT TO REMAIN. `=-- SUPP I._Y DUCT TO BE REMOVED, CAP END AND SEAL AIR TIGHT, [ ::> REMOVE ROUND METAL DUCT AS SHOWN . VERIFY EXACT REOU I REMENT S W I T H NEW DUCTWORK SHOWN ON DWG . 2M 10 . HVAC PLAN - DEMOLITION 7-6 OFF'E G RtM'E' D 910zs DM; q_ 3 Q3.91� R. 6V- I l OR• -t �. Z2 1 RECEIVED crrv t'W TlIKWILA APR 1991 PERMITCENTER . 711.1' t I I a -o t mt � c`.�� _ Ri REVISION APPROVED ACCEPTAB THIS DESIGN SPECIFICATION I APPROVED �Y J.HAINES DEN . J DATE 1 • ji I r I , L L J r 1 31 Lt" c fl 3/4 "CAN U PTQ r f � l I [ 6" up -, aelk L - FOR.CONTINUATIOl4 SEE SITE Pi. 1 1 -,--- * w u " PF 1 4" v u r FOCI I c. IL 1 -r R. L. UPS :4" v/ — 1 `5 .. ../ d.4A'r1d,L[X+ .c,,, ...,•... . -. >_ ...-a• x .9°..b>. {urv^ > » .-,(, :� d .. N .. - r -. qer •.r v �' 1-z-w(Ex15.0 (1E' -c C. HiiC ,or`, 3 V • ' ArgaiereAfia FACILITIES DEPARTMENT Ca R: Ole - C o1-11i - u' ThON - 7 FORS; CONTINUATION, SEE ARCHITECTURAL - 1.4ce 0 2. - tTYR) — 1 O AUBURN, "WA . 98002 O BELLEVUE , WA . 98007 O EVERETT , WA . 98201 O KENT , WA . 98031 O PORTLAND , OR . 97220 O RENTON , WA . 98055 N SEATTLE , WA. 98124 P� T R. Ls, UP 1 R- ! 1 ijJ .:: !✓' ;�:., j. v(..'. k J..- e.1f4�3'78rTlIY'f' .`n ... - . L • . S 1 NOTE: If the microfilmed docurnnt is less clear than this D notice, it is due co the quality of the original document. oc 6Z 8G LZ 9Z SG 1 7Z EZ ZZ lZ 0? el 8l /.l 91 Sl 71 Cl Zl 11 (I 6 8 Z. 9 5 $1 III i1I IIIIIIIIIIIl11rJIIIJ 11III�IIIf 11 1IIIIIIIIJIII IIiIIIII�I(IJII!IIIIIIIIIIII 11IIIIIII11Ii11!IIlIII1+'Pj liIIJ' III111i1IIIIII II+IIlIIIj1i1lIIIII 0 16TH5INCH 2 3 4 5 6 7 8 9 10 11 dAMWC€R/UM 12 ff ( 1 C G l hw 0 IIIIIIIIIII11 11111 11111iiffi111111f111111IIIfii1fli ,1i ! 111 !I 1 11 1 11 1 !!! IIIIIIIIIl1���i�Illif�Ifi !fIIl� IIIIIIIIIIII 1811 1 11111.IIIIIIMI.1!1!Infilll11 Il. . l ulil ll 1111l 11 1!11!Illli1llll!ll Iilif�!I _ . i IIILIII11 ►11111!11 3 / UP CAP CDFLR. FOR f=U'TORE .2 "w Up CAP NI" PLR >FeaQ. F u Re 1 11 11 L _.1 C T. 3 /4'7CW UP TO Yr, +e.r. +...raw,....u�..r...: HECEMED CITY OF TUKWILA APR 2 1991 PERM rC E FOUNDATION PLAN APPR PLUMBING lit 2441- 125MOQ I N JCFPj/ 06.m i 1 rr 4 4 11 APPROVED DATE 03.28.91 REVISION _crgnee.:: OPPROVED DATE rati Eif FACIL ITI ES DEPARTMENT 14011004- O AUBURN, WA . 98002 O BELLEVUE , WA . 98007 O EVERETT WA . 98201 O KENT , WA 98031 O PORTLAND OR . 97220 0 RENTON , WA . 98055 II SEATTLE WA . 98124 APPROVED BY ACCEPTABILITY THIs uzsiGN AND/OR SPECIFICATION IS APPROVED DEPT. CONSTRUCT I ()N1 t4 TE:53 [ SUPPLY DIFFUSER - TITUS TMSA fl WIlTH NECK, 24"x24" FACE, VOLUME DAMPER, TYPE 3 FRAME AND #25 FINISH. TYPICAL ALL UNFLAGGED DIFFUSERS. [g.:>- NEW SUPPLY DIFFUSER - SAME AS ABOVE WITH i0"'NECIC RE-USE EXISTING FLEX-DUCT WHERE POSSIBLE, PROVIDE NEW INSULATED FLEX TO MATCH EXISTING TO REPLACE OR EXTEND CONNECTION TO DIFFUSER. RE-USE SPIN-IN 1AP AT DUCT WERE POSSIBLE. PROVIDE NEW TO MATCH EXISTING AS REQUIRED. UNUSED SPIN-INS TO BE REMOVED AND DUCT PATCHED AIR TIGHT, P . 5 -- >ADJUST DAMPERS TO PROVIDE SUPPLY AIR QUANTITIES AS SHOWN, CERTIFY AIR BALANCE AT COMPLETION OF PROJECT.. NEW 24"x24" EGG-CRATE RETURN AIR GRILLE.CONNECTION TO RETURN AIR DUCT TO MATCH EXISTING. TITUS MODEL 50F I/2x1/2x1/2, TYPE 3 BORDER, #25 FINISH; r --- >NEW FIBERGLASS RETURN AIR DUCT TO MATCH EXISTING, 24"24" EGG-CRATE TRANSFER GRILLE AND FIBERGLASS JUMPER DUCT TO MATCH EXISTING: TITUS MODEL 50F 1/2x1/2x1/2, TYPE 3 BORDER, #25 FINISH. c:::::> NEW 48"x12" EGG-CRATE TRANSFER GRILLE AND FIBERGLASS JUMPER DUCT (JUMPER DUCT EXISTING). SAME AS ABOVE. REPAIR DUCT AT E.D.H. LOCATION >EXHAUST GRILLE WITH BUG SCREEN MOUNTED IN SOFFIT MATCH EXISTING. CEILING MOUNTED EXHAUST FAN, BROAN MODEL #365H, 455 CFM .1"S.P., 1050 RPM, 120 V, 3.3 A. INTERLOCK WITH A H.1.1,(BY ELECTRICAL).CONNECT TO EXHAUST GRILLE WITH INSULATED . INSULATE ALL ROUND METAL DUCTWORK ABOVE CEILING, INCLUDING TAPS FOR VAV BOXES. INSULATION TO BE 1 1/2" FOIL-BACK FIBERGLASS, SEALED VAPOR TIGHT AT SEAMS AND JOINTS. SEE E›-LOW PRESSURE FIBERGLASS SUPPLY 'DUCT, INSPECT AND REPAIR ALL JOINTS, SEAMS, TAPS, FITTINGS LAND CONNECTIONS TO PROVIDE AR TIGHT, LEAK-FREE OPERATION, L5>-ROUND METAL PRIMARY DUCT, ITTSPECTAND REPAIR AIR TIGHT ALL JOINTS, SEAM. TAPS, FITTINGS AND CONNECTIONS PRIOR TO INSULATION. . D>FIBERGLASS RETURN AIR DUCT, INSPECT, AND REPAIR ALL JOINTS, SEAMS, TAPS, FITTINGS AND CONNECTIONS TO PROVIDE AIR-TIGHT, LEAK FREE OPERATION, ZONE THERMOSTAT, INSPECT, REPAIR, REPLACE, RE- CALIBRATE TO PROVIDE PROPER OPERATION. TYPICAL FOR ALL Ta› - V.A.V. BOX - INSPECT, REPAIR, CALIBRATE VERIFY OPERATION. TYP“.:AL FOR ALL. icr>. E.D.H. - INSPECT REPAIR, VERIFY OPERATION.' TYPICAL FOR ALL, CONTRACTOR TO MAR-LP PRINT WITH MAKE,MODEL,SIZE AND CFM CAPACI7Y O V A.V, 65)(.TYPIcAL FOR ALL PRINT TO BECOME PRZPERTY OF BOCING. CONTRACTOR TO 4,AR(-UP PR IN WITH 8 ZE AND , KW CAPACITY OF EL ECTR 1 C DUCT HEATER . TYP 1 CAL FOR ALL, : PR NT TO BECOME PROPERTY OF BOE I NG CONTRACTOR TO MARK-UP PRINT WITH'SqES SECONDARY DUCPCP.K. PRINT TO BECOME PROPERTY OF .:,<:•>,if& • .77 4 4: 1111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIV4111r11111111111 IIIIlIIIl 11 IIIIIIIIIiiiiiiwilly11111111111 9 10 -DE-NR—e 12 0 " n" INCH 2 3 4 5 6 7 8 ROTE: If the microfilmed document is less clear than this Ib OE 6Z 9G /2 9Z 9Z 4 7Z CZ Z I OZ 61. el L 91 G t CL L L 01. 6 8 L. 9 - 1 "" 0 11111111111!!111111111111111111111111111 111111111111111111111111111111111111111:111111111111111111111111111111111111 notice, it is due to the quality of the priginal document. 0 tq, 141e,..V GENERAL REV I S I ON •■••+.....rr.re.ww••■•••••*. BY APPROVED JCH 111111111111111111 BY APPROVED DATE fUKVITLA BE&C ENGINEERS 1 REV t t SY0A991, 03. 9 JOB NO. �WG 910'25 7 . 600-2M I 0 DAit 6 , • • ••••■••••••••••••••••• No. .........1174.0.0.11.1.......•■••••••••••••••••••••••••■•••••....•••••••••••••••••••••••■••••••••■•••••••■••••4*Womem REVISION •;1! i i ! 1 I . 7. 4 , ! ! _-•:.:-:.-_,-- =...1,,,...... : i ! .— il • •I ; • „,,i, , ii i -... T 1p L -, LC) I.; ! , , . --- - --- n • , .!! L 15 I jL i - • — - — " 1 H.. •;‘,. =prow • ." -1; DATE SYI;4 03.28.91 1•••••10.V...43.162.10.....•••••••.•swem REVISION 4 •• ,, !;.1C/FX ••• •■•••• • ••••••1*••••••=4.1•■•••••■•••■ SECOND FLOOR PLAN Ar............1••••••••••••••••••,. 0 16 THS INCH 1 • Cb) J SI•061.••••••••••••••••ArVII•••••■•••a•11.1•••• 1 f - • 4 • ■•••■■•■•■•1/0 Afrigiffi FAC I L 1,T 1 ES DEPARTMENT (E) _ - , - ' --- TYP-Al t L' ' I TYP - 1 1 '- 1 ' __ ' , i 1 , ••■•■•••••••••.... 0 -- 0 i . , • I i . : i - __; 4 1 - t t - _1. L JI ___1__ . I : .:-..-. '..-1. :7- -- - ...11 .. , _•!... , ;: , .....!;.,....-: - :..Ftn2;":„::- . .-;-1 - ! , . ill ' ;!•": S: filli ■■••••••••••• • - -; `. f ■ 11 , .,,-7-...!.- . ..-. 1 .w......-,• ... !::--.7:-. 1E. -, - - i , ti-; •!-- r" i ' iy i;:," ;':.-:•';;,:-:111-- --- -'-':Y- . :'E -- -;'-'. , r-! -;;!' ! --.--_, - ,..... ... • f.. 17. . • T - - , , - - ; .. ... . . I- ; , I , - - - • --[ - - - • - - 4 -- - -!. --- ' - - - - --- - 1- 1 ifi ---- - 1 - -1- ; I- 1 • +- 1 . _I _ _._.■ ; I ! ' T i : , ii ,,,.•,, f - 1.- ; 1 .. - -- i - - ! 1 '. ■ qr ., il.itl; I .1. ;- t- ••••••••••■••■••• - TJ O AUBURN , •WA. 98002 O BELLEVUE , WA . 9800 O EVERETT , WA. 98201 0 KENT , WA . 98031 O PORTLAND OR .97220 O RENTON, WA. 98055 M SEATTLE , WA . 98124 _ ; 4 -A 5 N1 ■ — ..1•1••••■ 7•4010•1,11 • • -, .. ' ,1 ,. .,..,, . .;,• • ••; - ‘ .... ` ''.;;- -,d ..<,-..-., ,-, ,,..,.. ,.... 1 11111111111111111111111111IiIiii 2 3 4 5 6 7 3 9 , 10 11 MADE iNKRh 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the ;original document. OC 6Z se ze 9 GZ 1 77 CZ ZZ L Q 6l 81. 1.1 Gl oL 6 8 Z. 9 G t' C I. V 11111111111111111111111011111111111111111.1111111111111H111111111111111111111111111111111111111/1111111 = . •. . • 1 ........11.10•10yowelmoo..6.0,mr.••••••■•,••••• •••••••,61* 1 Li tt T'(P - - - 110 - - • f j ; ! tfl "' - _ fit 7+ ; • -,...,...----",...." 212 1 • ■ .;. 1 -i - ) 1 ; -- --- , --- i ..--.. -- 1 _-- -1-. - -..- --L. ;1 1 . I. -- • - • c".711 ^ r • T 1 TIE on••••••■•11•610 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT . DATE E v N NrK CONSTRUCT lON NOTES [1:›- NEW SUPPLY DIFFUSER - TITUS TMSA_FF WITH 8"� NECK, 24"x24" FACE, VOLUME DAMPER, TYPE 3 FRAME AND #25 FIN! SH . TYPICAL AL I_ , UNLESS. NOTED OTHERWI SE . ,...=.11E-USE EXISTING FLEX-DUCT-WHERE POSSIBLE, NEW INSULATED FLEX TO MATCH EXISTING TO REPLACE OR EXTEND CONNECTION TO DIFFUSER. r SP1W-IN TAP AT DUCT WHERE POSSIBLE. PROVIDE NEW TO MATCH EXISTING AS REQUIRED. UNUSED SPIN-INS TO BE REMOVED AND DUCT PATCHED AIR TIGHT.. [ADJUST DAMPERS TO PROVIDE SUPPLY AIR'QUANTITIES AS SHOWN, CERTIFY AIR BALANCE AT COMPLETION OF PROJECT. a.:1›. NEW 24"x24" EGG-CRATE RETURN AIR GRILLE. CONNECTION TO RETURN AIR DUCT 10 MATCH EXISTING. TITUS MODEL 50F 1/2x1/2x1/2, TYPE 3 BORDER, #25 FINISH. 3> NEW FIBERGLASS RE TURN AIR DUCT TO MATCH E X I S T I N G . NEW 24"x24' EGG--CRATE TRANSFER GRILLE AND FIBERGLASS JUMPER DUCT ( JUMPER DUCT EX I ST NG) . T TUS MODEL 50 F I /2x1/2 x 1/2 , TYPE 3 BORDER, #25 F 1 NISH, EXHAUST GRILLE WITH BUG SCREEN . MOUNTED IN SOFFI MATCH EX 1 ST I NO . ]).- CE I L I NG MOUNTED EXHAUST FAN , GROAN MODEL #365H, 455 CFM @ I "S.P , 1050 RPM, 120 V, 3.3 A. INTERLOCK W I T H A H U . CONNECT TO EXHAUST G R I L L E WITH INSULATED FLEX. /NSULATE ALL ROUND METAL DUCTWORK ABOVE CEILING, INCLUDING TAPS FOR VAV BOXES INSULATION TO BE I 1/2" FOIL-BACK FIBERGLASS, SEALED VAPOR TIGHT AT SEAMS AND JOINTS. SEE TT LON PRESSURE FIBERGLASS SUPPLY DUCT, INSPECT AND , REPAIR ALL JOINTS, SEAMS, TAPS, FITTINGS. AND OONNECTIONS.TO PROV DE AIR 11 GHT , LEAK FREE OPERATION. . ROUND ME T AL- PR I MARY DUCT I OSPECT • AND REPAIR AIR T I GHT ALL JOINTS, SEAMS, : TAPS , 'F ITT I NGS AND CONNECT IONS PRIOR TO I NSULAT I ON , ( FIBERGLASS RETURN AIR DUCT , INSPECT AND REPAIR ALL JOINTS, SEAMS , • TAPS FITTINGS AND CONNECTIONS TO PROVIDE E A I R-T I GHT LEAK FREE OPERATION . E3>-ZONE THERMOSTAT, INSPECT, REPAIR, REPLACE', RE-.. CALIBRATE TO PROVIDE PROPER OPERATOR:. 1:5>- V . A V . BOX I NSPECT :REPA I R CALIBRATE, VERIFY • OPERAT ION E . D . H . INSPEC REPAIR, - VERIFY_ OPERATION 7_7-> RETURN AIR 'PLENUM UP TO ROOF TOP. UN I T, INSPECT - , REPAIR ALL FITTINGS AND SERVICE, REPAIR OR .REPLACE_R/A FAN AT UNIT . - INSPECT, REPAIR OR REPLACE ALL R/A , ' DAMPERS, LINKAGE AND CONTROLLERS . CERTIFY OPERAT 1 ON OF SYSTEM AND COMPONENTS .. RETURN AIR ,DUCT, FROM 1ST FLOOR .INSPECT,•PERAIR-ALL FITTINGS AND CONNECTIONS -TO, PROVIDE AIR 'TIGHT OPERATION,- r A › - SUPPLY A 1 R PLENUM DOWN FROM - ROOF .TOP U N I T JNSPECT. SERV I CE , AND REPAIR UN IT TO PROVIDE . PROPER OPERATi ON J . popp›. coNTROLAIR . NSPECJ - -AND SERVICE, .CERT1Fy,„ OPERATION OF ENT I RE PNEUMAT I C CONTROL SYSTEM, CONTRACTOR '•TO" MARKUP PRINT WITH MAKE MOPE4... • PRINT TO ',BECOME PROPERTY.-OF..- BOE. CON T Rg:TOR TO'. MARK- PR WJTH . ..SIZE CAPACITY Y QF ..ELECTRIC . - DUCT; HEATER. .TYPTOAL::•FOR. .• • PR I NT TO ...BECOME PROPERTY OF BOEING.. ' ..k.1.->...CONTRACTOR • TO MARK-UP PRINT: :WI TH SIZES OF ALL • SECONDARY :DUCTWORK; PRINT TO BECOME. • PROPERTY:, BOE I . • • - • • HVAC PLAN ....•••••••11.001.1PIWYar.• OFFIC BLDG 7-600 COL A-H/1-5 • a . RECEIVED cnyornixwmA APR 2 191 PE SCpky Appo N O amt. — . 0 .••■••••••■~0.0*.#. • • • . . . ; .1..";;;;"•;?:';' ,.....,,,P...;;`,./V,Y.;!i%;.:K,'..-,.;V.*:*..;.'4''X'U'?Oktreot3W^t1,-;.V143•‘25W1olttrAM404151.7010..000014;:. • -.111311.44--444- 04.41. Va t i ii 4V0P*70. 1 **11... • . , . , . • • . ; , • • r;. "'" ; ;;.; 64; (6 TO FIRE SPRINKLER VALVE 2: TO r3UILDING FOR WATER PIPING THIS AR.Eit\, SEE DETAI VA ' 3/4- 4 (u Y.M. REVISION BY APPROVED DATE REVISION I YeW 1 /27CW I V4" 6 RST • rtoolz APPROVED DATE uPT0 -v 0 AUBURN, WA. 98002 O BELLEVUE , WA . 98007 O EVERETT , WA . 982W 0 KENT , WA . 98031 0 PORTLAND , OR . 97220 O RENTON, WA . 98055 IN SEATTLE , WA . 98i24 L144\ • F7R4.'e4o , Liz - '21 poubL,e (r . 50e), WITH JI l't;;■U'r PA r1 CHre,c - r4. tvi-uHr5IN-61 1-14.m.Pit44,r2Z ce.)Nr:41 c2F AA-46i L.e. NL-L A-I-4 u r - rev c,1-11 11-410x1-4-- ,s,-1101-1 rik-41.ta ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY71 DATE Aige RECEIVED CITYOFTIMOVILA APR 2 1991 PERMITCENTER SHEET, ' - , . , "f.. , - 77 1 : 0 ig I" INCH 3 4 5 6 7 8 2 111111111111111111111I11111111111111111M11111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII C NOTE: If the microfilmed document is less clear than this notice, it ie due to the quality of the original document. . , --L 9 10 11 MADE IN GERW4rf 12 to OC 6Z 9G L.Z 9Z G 1 73 e ZZ tZ oz; 61, et Lt 9t St 4 7L El Zt 01. 6 8 /. 9 S ti C 12941101- •.‘ i SYN REVISION APPROVEC RATE R E V I S I O N ACCEPTABILITY this DESIGN AN S6�1~C I F I CA T I ON I S APPROVED E1E &Cr ENGINEgliS r.- f: r-- EL/ 1 DF, P —S • ffLajiR 7L i H SEtG0HD ---- 2" Irl i.! r'4 Tv .Xtar 7© � Iu -o Pole, rF■F'INCf, 1 Ara&a. 06 i I�IL �' S�o • �a�iE.E I H ❑ AUBURN, WA. 98002 ❑ BELLEVUE , WA . 98007 ,", 0 EVERETT , WA . 98201 FAC I I. I T I ES DEPARTMENT ❑ KENT , WA. 98031 0 PORTLAND, OR.97220 ❑ RENTON , WA. 98055 FM SEATTLE , WA . 98 124 I l i f i l l l l i l l l l l III I I 111'�I °.I,�+ I +! ill ! 1111 I +I I +i ( +I I +I I +! i +I I +i i +! i +I ! +I I +I I +! 1il I I l I 1 1 ,_. 1111 � i i l 111 I +I �f�~�I L I I,.,h (+I+►►I+I+I+I+I+, +�+I� I I1 +I I I I i I I I I I I 1 I I F I I+ I+I+I +�+I +�+IiI I +I+I I I i i + I + � +l 0 iC THS INCH 1 2 3 4 5 6 7 8 9 10 11 "ADEY GERM"MY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. Qc 6Z 8G LZ 9Z SZ bZ EZ cZ LZ 0? 61. 8l Ll 91 GI. 1 7L Cl Zl 1t ()L 6 9 L 9 S '+i £ Z t ww () 1i!I!!IIII11111!1!IIIIIIi11111 II!!II!IIII II!IIIIIIII 1111111 11111 I l 11 l 11 il l!! III!l I II 1 1Illll( IIIIIIIIIIl 1! 11111111 1 111 1 1 1 1 I:IIIIIIII ! Il 1 ll IlI II II III III lIl 1III11111l11l flll! IIIIIII1111II! Iilllllll111111I! IIIIII1111IIIIIIIIiifi111 111IIIIIIIIIIII!l IIII! IIil111111I !IIIIIII1111IIII►I111 I ' II III Ulf I TIrL I: VON eArsAloaffauselmersAaamilimeimiousurimaineosporaule iRFCEIVED 1.-. OFTIIKWIiA APB 2 1991 PERMSTCEN T ER SEf 125M1tO2. - 3.06. i N • ;J Et! I ,,, ;i 1, 1 , ! I I ilii I I ' i I�E� ___._�_ _G __ ! _i __ it i ( t r 1 ! ., • 1 -x4., i i ® 1 1 r 1 i - , h, II- - r i f ill ' "I___._? . _ 1_._ -4 _.. . -. _ L ■ ' I ' : I i 1 x1_.•:'11' �- -- -- —... REVISION APPROVED DATE • y�yl /,fw' O AUBURN WA . 98002 O BELLEVUE WA . 98007 O EVERETT , WA . 98201 O KENT, WA, 98031• O PORTLAND , OR . 97220 O RENTON WA. 98058 ▪ SEATTLE WA . 98124 r . i .. ..l I �- 3 �..__ � — — __ } -- -- _._ . ACCEPTABILITY THi5 AND /oR SPECIfl CATHON,iS APPROVED APPROVED it' DEPT. DATE r ' . - -__ yi 1 r r, I 1 . { C ri tl I i 1 t ,.. ' _ .. - , _ _,- , - i _ .._.___ .l _.... ___,�.: y- fir .._ r -� I1 ;f ■ r t L I - tt j1 I ■ { i i ' i 1 1 T r I i__ 17, L I 1 i ; ,.j 1 � . i� JJ ! 11 1i ITLE BIDS 7 -600 rroc SN IASI itEV l$fO94 R Yft SPRINKLER HEAD RELOCATION . SPRINKLER HEAD TO BE DELEr, T ED. SPRINKLER HEAD LOCA'I` ION UNk EIAfJCED : SEE. NOTE 2 a SPR i NKLER HEAD TO BE ADDED . SEE SPRINKLER HEAD LOCAT ION :TO CHANGE AS SHOWN. SEE NOTE 2 . LQl TPU l N4TE5 . SPRINKLER HEADS ABOVE CE! L i NG TO REMA 1 2. ALL SPRINKLER HEADS BELOW CEILING TO BE REPLACED WITH SEM I -RECESSED , CHROME- PLATED HEADS WI TH CHROME ESCUTCHEON R I NGS 3. SPRINKLER 'PIPING DRAW INGS`,SHEETS IM36I AND 2M361 ARE FOR REFERENCE ONLY. CON- TRACTOR TO PROVIDE NEW PIPING 'DRAW! NGS FOR ORD I NARY: HAZARD RATING PER NFPA- I TO p BE L SUBMI A M �TEDNFOR�APPROOUES� DRAW i I`aGS APPROVAL PRIOR TO INSTALLATION ., 4.AI.L_ SPRINKLER DRAWINGS TO BE PREPARED ON 24''x36 STANDARD BOEING MYLAR .: SHEETS EURN l SHED BY BOEING DRAWL NGS TO BE DONE AT I /8' I ' -G" SCAL=E . OR I:GI NAL. Iu1YLARS , INCLUDING ASS - BUILT CHANGES ,1"C BECOME THE PROPERTY' OF BOEING AT THE COMPLE'I' ION AND ACCEPTANCE OF THE PROJECT . . 5 CONTRACTOR TO INSPECT AND ` TIGHTEN OR RE- PLACE ALL JOINTS. OR F I'TT I NGS ON SPR I NK- LER SYSTEM TO PREVENT LEAKAGE . ALL NEW OR REPLACEMENT PIPE OR RIlTINGS TO MATCH EX 'STING 6 SPRINKLER HEADS TO BE I/2 -165 DEGREE, UNLESS NOTED OTHERNI SE . 7 , NOT I FY BOEING F 'I RE DEPARTMENT 24' HOURS, PRIOR 'TO SHUTDOWN OF SPR! NKLER. SYSTEM 8 . AT : COMPLETION OF CONSTRUCTION AND PRIOR To .ACCEPTANCE SPR ENKE ER SYSTEM PTO BE • 1Y- DROSTAT'I CAL LY TESTED AT 200' PS I FOR 24 HOURS AND ,WI THE SSEb BY THE BOE LNG' FBI RE DEPARTMENT . r•'- wrrr• -� _ r�.!�+- !k�"'` -tom y'•' Q 16 THS INCH 1 111 1111111'111111 !11111111111111 1111111 1 f °I I.I . I 2 ( 3 NOTE: If the microfilmed document is leas clear than this notice, It is due to the quality of the original document. O€ 6Z 8G L.Z 9Z SZ VZ F7 ZZ tZ O? 61. 91 GI, 91 Gl 'rt CI Zl it 01, ss I:r, 1 1 illlllllllllillllllllllllllllllllllllllllllllll ,IIl lllII IIIII lII11Illlii! 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"Jc+�.�i.+vw�• G.K, -K .44 irCdLaxial I' 1 \ � %/I 1 r V ( SECOND FLOOR PLAN it ______ _. _ __r__ 1 1 1 1 1 � _' l�1 I.'I 1 1- I ! 11 1 r_. -..7 i .,- - -7717177-17T71 , O �_.— --..._---- ,—_....a. _._.._,. O 18 INS INCH 1 2 3 • __._ - _.__..._ - - ._. .. -� tti 1 FACILITIES DEPARTMENT eallp F. 0 AUBURN , WA . 98002 0 BE L L EVUE ? WA . 98007 0 EVERETT , WA , 98201 0 KENT , WA , 98031 0 PORTLAND , OR . 97220 0 RENTON , WA . 98055 N SEATTLE . WA . 98 124 j , 1 1 ! T ! 1 ._ - + - - + - - f -- ..._._..� 111111111 1 11 1 1 1 'i1 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111 }` 1' tli! 11111 1111111111111 . 11111111 111111111 Ii 4 5 6 7 8 9 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. • In 6Z 84 LZ 9Z 5Z 4 i + Z £ + z Z? lZ Oz 61. 81 Lt 9t GI 7 £l Zt ll Ol, 6 8 L 9 9 it E Z t ww O I IIIIIIIIII iil1iiill1ni1111Ii1I111111111I11i1�11 JIIIiIllil1i1111!I} 111111111! III111Ililiiillillil111111111I1iii1•illllllllliilllllllll 111I1}i111111111111► 11111111) IIIllilli11111�11f III111IIIIIIIIIIIIIIIIII11611111 III1 1111111111111111illllilillllilllli 1 ' i! IIIIIIIillilll111111 1111111111 1 11111111111! 1111111111111111 10 11 DE IN OiRNM Y 12 1 ACCEPTABILITY MIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEP? . nY4 _ _ 7__ trRIT J.HA1NES ONES TITLE \ ' X SPRINKLER `'HEAD TO BE DELETED SPRINKLER HEAD LOCATION UNCHANGED . SEE 'NOTE 2. SPRINKLER HEAD TO BE ADDED SEE NOTE 2 SPRINKLER HEAD LOCATION TO CHANGE AS, SHOWN.SEE NOTE 2. (.SPRINKLER HEADS ABOVE CEILING TO REMAIN, . 2.ALL SPRINKLER HEADS BELOW CEILING TO BE REPLACED WITH SEMI — RECESSED,CHROME PLATED HEADS WITH CHROME ESCUTCHEON RINGS. 3.SPRINKLER PIPING DRAWINGS,SHEETS IM361 AND 2M361 ARE FOR 'REFERENCE ONLY CON— TRACTOR TO PROVIDE NEW PIPING DRAWINGS FOR ORDINARY HAZARD RATING PER NFPA -13 AND ALL STATE AND- IOCAL CODES . DRNN 1 NGS TO BE SUBMITTED FOR APPROVAL PRIOR :TO" NSTAL.LAT I ON 4.ALL SPRINKLER DRAWINGS TO BE PREPARED ON 24 "x36 STANDARD BOEING MYLAR SHEETS FURNISHED BY BOEING . DRAWINGS TO BE::`DONE , AT I/$ I' —O" SCALE.. ORIGINAL MYLARS, INCLUDING AS -BUILT CHANGES BECOME THE PROPERTY OF BOEING AT THE COMPLETION AND ACCEPTANCE OF THE PROJECT 5.CONTRACTOR TO INSPECT AND TIGHTEN OR RE— PLACE ALL JOINTS OR FITTINGS ON`SPRNK LER SYSTEM TO PRE VENT ` LEAKAGE. ALL N :ff: OR REPLACEMENT PIPE OR FITTINGS TO MATCH EXISTING 6.SPRINKLER HEADS TO BE 1/2u -165 DEGREE, UNLESS NOTED OTHERWISE 7 . NOTIFY BOEING ' F I RE ' DEPARTMENT' 24V `HOURS PRIOR , TO SHUTDOWN OF SPRINKLER 'SYSTEM . B i AT COMPLETION OF CONSTRUCTA ON AND PRIOR TO ACCEPTANCE , SPR I NlLER SYSTEM TO BE HY— DROSTATICALLY TESTED AT 200 'PSIG FOR 24 HOURS ' AND 'WITNESSED BY THE BOE I NG FIRE DEPARTMENT. CITYOF1IK KWIIA APR 2 1991 P ERMITCENTER SPRINKLER HEAD RELOCATIONS 7-600 OFFICE REMODEL BLDG 7-600 COL A —H /i -9 TUKWI LA 125M36O2 :.., JOB ND ,.. . 91025 • .i 7 6OO -21364 - :' a! !Cie.. 5 CLIP HANGER E oR °TPiAL �oeo quo • 9 +'n :11 • 1 . +T r i:.Nt_r. 3. 3,-, r _ dr ,..r.c. -. L R C. el, F _ ....... r 1 r L. 4 li c/ Li . /)l.n C. i (.r!( • 'h "GENERAL NOTES" All material' to be appro'ved''for fire protection. All main to be l ightwei'ght pipe (where 3. ho take outs have been made for: C:1 victaul,ic or weld fittings (unless ' noted). 4, props and sprigs are cut length (make ro 'take -out). 5. 'Ordinar.y.Hazard above an'd betow (heads in blind space) to be 212 stager (, required). b. All 8801" hangers will be field cut. Ai i earthquake' braces to be field cut 8. First floor color code ''REF)''. Secon ' floor colon code 'TILE" 1) `r i f i syk em, r • 9 Ma i n d ra "m n 10. Note Special' �ytifi al's "'for• heads.' 11. Inspector'-s 'Test to slop s'i "nk on "second f lodi. i2. Ceding is 1 Hour Rated1.i. l.,fsted with 'hold down ' clips. 1,. , 13` 1c `�s:the'r+e'spans`ibtli "ty . buils#ing er to maintain °heat 1 i1i 1 i11 JI i11 11i f r 0 161'NS INCN 1 2 , 3 g i 4 -10449rd : 8. 0 ( ¢ +.. LINE. 1 (iTi 1` 1 Ii III ' I 1111 I 4 5 6 7 8, td3TE: If the microfilmed document is less clear than this notice, it is due to the'quality of the priginal document. "`" n !�$ \'r ',";\ 4 ? 1. , � A , i4/'.i,: n � j v 4`,ik / /4 0 � r,./ :o !, I /d� -U . 8 -0 6.0 . 04‘ 6t Lt 9t St 4 7i CI 31 tt 01, 6 tZ i iliilll 6h11111111 iii iiiiiliiiiiiliii�li lulli�iliilfillliillli�llii llll it IIIIIIII111►111 iiiillllill 1 it as mmammorrotwie N t ! t) % t `. t t i t1 % & �i i�i-jS ✓ J I.i GYV E_ /' A" .l Jh ✓w :j �'.v, w /'�','' 1? ._7 '1: I ma !_PV "'L. LRaP 1, . V, �,. 1 ' .1 �� .' '4 Iii ..__ '. .. '•r.: 1. \ 1 � 1 �:.: �ENva r� crJ P - •1 , A., /''+ n,V PSI ,)n, G � :?r ,../ r' •- ,a , r ... v ' k. L -e L-L `1 1i t` RA:+:+ PCNDCN"r O N V ReP ■f ®RCpt f=NRM , - (`� t o r_. /,,.a t ?-S G: c ►: ��_ C-• %.1 ■■4 Y. t, -'t,_ 1 `i, L :. All e.801 TytelDa1 Motes" `_ ,,...perlotes m pipe hanger (style and length as noted) Denotes a trapeze hanger •- Denotes the center line of the pipe • Defiites the finished floor Denotes a vlctaulic fitting or coupl'i`rig - Denotes a plug Denotes aglobe valve - Denotes a rise or drop in' pipe (ler\gth and direction as noted F ERAL NOTES" Ail material to be approved for fire protection. u^,;'df ; nary }iazard above and below :(heads (where req pi ✓A,/9 f) (.t -o) 46/% / � /a 3 /f 6 7-,/ 2 -7 r.:7;1 _ '� 1- y t'� I LW � 1 A& 4: " ii° /2 (o /4.0) - = _ _ _. i . ... • J ,2-#) .,,, (,) :; 0-4A x 1 ° z � � =' ' c ) - - 4 - ' OW "g1 'rf' , CM- (":,-_ t y s + / (1 -7 2 1 4 : ' 2 /X No take outs have been made for C.I., victaulic or weld fittings b ?cps and sprigs are cut Length (make no take -out) . in blind spaces to be JL[ ? - p 8 - ?.-y C- 6 2.i (.. r � - - tt 0 �`! ✓i./ V' Rd •fit jy / .t, (a-/•4) 'Pt DA O .6 -,A / - 4� (4 6-4 .1 ,i ir 1. "R , 4:; 8 a ! ' jr- .t - 4 f 't 4 6 ...----`--,4 - 0 (1® ;: 4, ¢ � > �''s, �,�1 -- (7-' 7) , -0 2 v z c.q ' un noted) eartficlua ` 'braces to be field cut. 8 .. First floor Color code "RED ". Secohd floor color code "BLUE" g a. h drain e,-- , cTijk- -d • • . NOte special symbols for heads. l nspector's'TeSt td slop sink on second floor. Ceili ' `1s 1•tiour. Rated • L hold down Clint., l� cesor_p 4 e.- �. 4 I'S `the responsibility of the rwner to rr i ta" n c t "`t4 prevent freeze up ' •r 0-4 ;/'v rP .a `9) w' / more ; 4x is L6 IA /o - /rs,4 4.1/i v/'A06,v/' ,,V / '_CAW/ (SA s) . 'Piro 64/7 ON ' JflMlb 7' F r p/ s'7- p,✓ / IJ�Yor' 2 /.t ' f/PX "ie %n/ / S 47t_ A A ifrl /6J 1 .it,q,i J P/',./DeA%r on/ .Z7XOi-o 63 a /WA sr PeNSrA on/ p/'?o P '/ty,4'eN /l X/ Ali f'E Aloe ,e7 A/4 41:1 .F OVA Vic h S C 0 A ( 2. ramie ti ry,g( (A) Le / /��t+ ^i • .r/Q7 .2 e./ • 1 ' ' rP �. (2-/O) co- 94 ) (o .0;l . i (.r-/) J!/ 0 4t / -. �.? 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J&NJTOR APPROVED l DATE SYM DIAGRAM .4-- ORAN z"G w TO t ui le,O N G ROOM p1 PI ING DETAILS M 3 / 4 & CW ` P O • i 4 WC DEPT. 01.06.9 ' ;ViS t ; 14.. , 1/411 y !+ 44 ' ' '^f n ' ` .r4 . r ., y • , t., gy p .. • , 1x. lw ac� t�;x ,. , k ,9,S r1M _ .:z7: s� � ! �A ' SV "5 1.. � 4c , K < ty� i!� ._ " i r.... ,+ ' �, �°� r+i6.� ' �r�v » %s ,:5: 4�c 8 ,* .VA -i' t I ©' W45 'fE 1'ANK. ..? I' 4' 6 e e a,10 DRAIN t� , Q AUBURN, WA 98002 0 BELLEVUE WA 98007 0 EVERETT , WA . 98201 EN , WA., 98031 0 PORTLAND, OR 97220 0 RENTON , .WA 98055 II SEATTLE , WA 98124 IIiIIIIIIIIIIIIIIIIIIIIIIII IIIIIJIII IJIli Ili' 111 'WI fall ill pill' I 111111 VIII) IIIIIIIII II .I 0 16THSINCH ,t 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0£ ' Be LZ 9 I Z 5? 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DUPLEX CR .; OLEX RECEPTACLE , C I RCU I ` N oTEpr; EXISTING WALLS TO BE REMOVE# : REMOVE EXISTING;: POWER . POLE , CONDUIT CONDUCTORS BACK TO SOURCE, TYPICAL L 7r PLACES; a :. wreh+,wK;aeneS:icac "� -... r•,..i'�+rr.?��r..sc .at K' .w:eG,.ssti ��2 Te —n ,J - ii ------ u— =_:IF_._ ]1 ...., °- — If 1i If II - 1 I is •— _ . In _ _ - r i ,; 1 i( 114 I \\ MI \\ _ !, n ___..t: _ __ — —11 -FY _ — _ li N II II / N If II ' ,� ,I LL-' APPROVED . ` DATE SW REVISION II II I II II II It 'I I1 II II II [ \\ L !III t II FIRST FLOOR PLAN SCALE: 18 : S '.:":�_ --- O AUBURN , WA . 9800; O €BEL LEVUE , WA . 98007 0• VERETT•r; WA 98201 0 KENT n, . 9803I PORTLAND ,'OR . 97220 O RENTON, ,k WA. 98055 II SEATTLE , 98124 ACCEPTAB I L l TY 'IRIS .DEIGN .AND SREL' I F I CATION Is At ffi ED.' POWER /TELCPHQN `"P TELEPHONE OUTLET MULTIPLE TELEPHONE.OUTLE-T DATA /COMPUTER OUTLET E X I S T I N G WALLS TO BE REMOVE€ - xxx EXISTING EQUIPMENT TO EE REMOVED' RECEIVED `CITYOFT . 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AP i ATE L Y O ORED I S`ULAT I ON WI'TW COLOR :TAPE: WHERE iER CONDUCTC ARE ACCESS'I BLE t DEBT I'I:'Y I N Ali rAr`I E! "r Rn!_fiN i CONU ?iPER NEC °25{1- -5Y(b) EXCEPTi fir, I� I ,., b OR (US I,N(� TAPE } . GOLOC .CODE AS.` FQL L . 2.08Y/ 120U 4Q` f 1 V A 0 (EFT 'BUS IN:PNL) B-A 8'0, CENTER BUS IN' pm.) 2 RED ' C 0 (RI GHT Its IN PNL - BLUE NEUTRAL, { PMENT GROUND ISOLAT ,GROUND LIGHTI F o(TUR NCI NDES`t� CEILING MOUNT EDsd EXIT SIGN, CE '1 L I NG �.OW - VOLEA L! GHTI{ G COITROL S ` iC IE NUMBER QE SWt CHES: sIJr4DEI CAN- PLA;' - • ACCEPTABI 1ms DESIGN SPECIFICATION AppRovtp es L I TY AND/OR IS APPROVE) Dols DAit.: 71- • ; „ ' C' AR , y' ,.., :.' _MI : - fNARD . ' . , ' • • T ' tD AYI0. . .. 11111 xi...-. 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Z1. 14 01, 6 L 9 G C Z I ` 1111111111111111111111111111111111111111111111,1111111111111111 i 11111111111111 W 1111111,611111111111111111111111111111111111111111111 Illi 1111111111 11111111111111 1 11 1 11111111111111111111111111111111111111111111111111111111111111111111!Ijilj114111111116111111111111111111111111111111111111 A, , 1 - 5 . „ . . # • v • # • • 4 5;e4 4 V ' • • •• , • #rkzey.Z.i&tr •4*-i-A0 - „ • . , H11111{1111 1 414/E f" eERMA: I NOTE: If the microfilmed document is less clear than this notice, it is due to the quaiity of the original document. . • • ••• • • •••••• Yvo#44.1* ••• * •' 4 .• ••••••* • ...••• ••••: — TITLE BLDG 1-600 • „ t ' . ;r3 • , ' • kilow ct RECEIVED CITY or 111KWILA APR 2 1991 PERMITCENTER 1201208V POWER • V '14 NOTtD. '1:2) - f6A . 120V, CIRrU I T NOTED , JUNCTION BOX i • ." • 31,•, • t.; t „ , e 41 • • • HAWORTH TELE-POWER POLE 120V, I5A. ftEGEIPT4cLE . , • • • , I -P • .. .1 4 .. •I', (2) 15A, I20V, 1-PHAS ON DEDICATED CIRCUIT, CIRCUIT' NOTED PANELBOARD, 208Y/120V,- 3-PHASE ' cam •, • PENERAL NOTES : I. C9NDUIT: EMT, UNLESS OIHERWISE NOTED, UP TO 2'. ABOVE 2"'USE RIGID STEEL 4 PROVIDE #I2 AWG WIRE FOR 120VAC CIRCUITS WITH CIRCUIT LENGTHS LESS THAN 6p FEET. FOR CIRCUIT tENGTHS GREATER THAN.60 FEET, PROVIDE #I0 AWG WIRE. PROVIDE A GROUNDING CONDUCTOR IN CONDUIT SIZED IN ACCORDANCE WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER NEC 250-57(b) EXCEPTION #I, b OR c (USING TAPE). COLOR CODE AS FOLLOWS.: A 0 LEFT BUS IN PNL) B 0 CENTER BUS IN PNL) C 0 RIGHT BUS IN PNL) NEUTRAL EQUIPMENT GROUND ISOLATED GROUND 208Y/120V inaz7v BLACK BROWN RED ORANGE BLUE YELLOW - WHITE GRAY GREEN GREEN GRN/YEL* GRN/YEL*' *GREEN WITH YELLOW TWER DYMO LABEL EACH RECEPTACLE, JUNCTION/OUTLET BOX AND SWITCH WITH CIRCUIT IDENTiFICATION. 5. INSTALL NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CONSTRUCT I ON NOTES : EXISTING RECEPTACLE, VERIFY CIRUIT mNip' CONDUIT:RUNS ,(TYPICAL)., , : TNSTALL NEW RECEPTACLE', CIRCUIT 'NOTED. . VERIFY AVAILABILITY OF AT PANEL. "PB" & REPLACE EXISTING PIGGYBACK BREAKER WITH KIN SINGLE 20AMP,1-POLE'BREAKER, ELEVATION JO MATCH EXISTING UNLESS OTHERWISE NOTED. ' • • j er.**.r. , *4../...5•1. 4 75214. - KEY PLAN ••••Terratree•••1.1.......re***5....•••••••••••••••••••••1 7 OFFICE tiEMODEL COL 'NOMA . .• • • . • 34! y . • ' • :5 1:1 . " ( 3 ' , i• V. , ' ••••"' • ' • •c- '4, -4 ; • , _ . 2, 1 SAG/ ' O AUBURN , WA . 98002 O BELLEVUE . WA 98007 0 EVERET WA 980 O KENT, WA . 98031 O PORTLAND ,:.OR 97220 O RENTON , WA 98055._ •M SEATTLE , WA . 98124 11 0$ - DESIGN AND/OR $PECIFICATIOBI IS APPROVED • 'I C� O ... .ter. (D) CE) 'MO E DETECTOR CONTROL AN _U I I .w--5 _,. �a.. �r i=.:.*^"''.` i'!'° �P..r�:�........i'r.�:n....sa; - ..,; w-... .,�..,u.r..un..,:....,_i.,y,... �.ca.!•w- ........w.t: yrR ZONE 3 FIRST FLOOR PLAN () _�'_: _ __�F --- _��.�.�:�L =- - �:�— �__�.�;1� -• -. _._� _ 3Ec - -•__..._ -mil ..- TG:ar_.-._�y�:�..::. : -.._� , .iy, 33.. 'n 4 ... .,-,. « .•+,,.,o.,.:�..�sx.,�. -or s:auu s �.., _ - '.ss:� r.; - ..%- !. _ i,.. 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'-�-' 2'x 2', 2 TUBE Ait _ r. f ° . ��,. . : 2" � r _ .. <":;:•i .-y ... lI �, Y ' .. x t /' 1 . .. ,. �' �. �.` X�.'+wi`v'cnr"�. iM:- ,1Y1°7�•7Y I'G -�?l� ) �. �e0 � n6� - .51•.j�"� �iM�. d�ItrY.i✓. ' w , ,."� � .. .. _ aka. ..... r, x.� .+= sw..:.:+�.rt+�• �. LIGHTING F I X ; I_NCANDESCENT, CE. I L i NG MOUNTED. - - EX!T'SIGN, CEILING MOUNTED`. 1.0W7-VOLTAGE LIGHTING, CONTROL' SWITCHES 3$1.v NUMBER OF SWITCHES UNDER COMMON PLATE INDICATED. 0 IONIZATION TYPE SMOKE DETECTOR. Maa 480Y/277V POWER-LIGHTING PANEL CONSTRUCT ION NOTES OUTSIDE CONTRACTOR TO PROVIDE LABOR AND MATERIALS TO ACCOMPLISH THE FOLLOWING; U INSTALL I O N I Z A T I O N TYPE SMOKE DETECTORS I N LOCATIONS SHOWN, HONEYWELL # TCBO7A OR APPROVED EQUAL, TYPICAL. SMOKE DETECTORS TO BE MONITORED BY ALARM /CONTROL PANEL TO BE LOCATED IN FIRST FLOOR ELECTRICAL ROOM. 3 INSTALLATION TO CONFORM TO CITY OF TUKINI LA ORDINANCE No. 1528. CONTRACTOR TO PROVIDE AS- -BUILT DRAWINGS AND ' - MANUFACTURER SPECIFICATIONS OF ALL COMPONENTS • • • -4 br lia wilitthinfir /RIM iiitv '.Rj REVISION ---, -' _ -'-- --- SECOND FLOOR PLAN SCALE: 18 1 1 rT_x._: ��r_._ :3L= — cif•__. -: :',- 3�scc =::-U ZONE 2 O AUBURN, WA . 9800 O BELLEVUE „ WA . 98007\ 0 EVERETT WA . 9820 O KENT, . WA. 98031 O PORTLAND, OR 97220 O RENTON, WA . 98055 ) SEATTLE.. WA . 98 l 24' ACCEPTAS I L I TY THIS DESIGN AND J�t SPEC I i t I CAl I ON I S A4� tVE$ APPROVED BY DEPT DATE . 4 SMOKE DETECTOR CITY O TIVKVVIIA APR 2 1 1 . _ PERMtT ENTER ; LIGHTING FIXTURE; CEILING MOUNTED. EXIT SIGN, CEILING MOUNTED. LOW-VOL TAGE ~ LIGHTING CONTROL SWITCH r NUMBER OF SWITCHES UNDER COITION PLATE INDICATED. 480Y/277V POWER- LIGHTING PANEL'; CONSTRUCTION NOTES . OUTSIDE CONTRACTOR TO PROVIDE LABOR AND MATERIALS' TO ACCOMPLISH THE FOLL0 SSG; INSTALL IONIZATION TYPE SMOKE DETECTORS` I N LOCATIONS SHOWN, HONEYWELL . #.,''TC8O7A OR APPROVED EQUAL, TYPICAL. . SMOKE . 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APP:ROVED BY A. $ 41 • I 1- LI n LI WI IL .= = = = = = = (6) / 1 1 e:14.3reitotezi;vorkontiKokisookiew • N. • OE 6 E 61666611111 FIRST FLOOR PLAN SCALE: I 8 = I -0 12 1 CL >- 1— 0 16 TH3 'NC'. 2 3 1 r - — ,--13:-..t__.2_------.4 -_-:.;-L:i ; _-:zp- A I i I X I 1 i I I I I M 6,............d L......--4 W M III il I ,,,(4 i ,____, N___,___L_, f \ I I! 7 - 111 --- sW4 I 11i I 0014 r--- - ut / ■ - — % ME 1 I _t 1 pi I- MN 0.444171POMMMAMMUSWID00.1101=1*.MINIORAISMOO FAC , . c 9 K E E v ER ilT4 TT : 4 , , A:9 1 0 QELLEVUE ,, WA ... 98007 0 AUBURN , WA , 98002' , 0 PORTLANO , OR ', :9 7220 • 0 RENTON - WA . -98055 IN SEATTLE WA . 98 1 24 ; . „.....„: IH 111011.111111111•M,A=.1.00•04 KCIPTA,9 NJ TY THIS DESIGN Aivo sPeolcAmm is AppkvE0 iiii A. F• . Il 4 5 ' 6 7 8 9 10 11 "AGE 1 " 6 " 1 " 1 12 NOTE: If the microfilmed document is leJa clear than this notice, it is due to the quality of the original document. 9Z SZ 4 7Z CZ ZZ L OZ 61 81 LA 91 91 71 Cl 21 II 01. 5 8 L, 9 1 C Z VI 0 HIA11161111111111111411114110,14641111111111111141111114 _J — . — - — — - — — 5 orwarmansfotand.,rassupisogo PoNEI,ITEL.CPHONE POLE, 120V., fo V TELEPHONEOUTLET i , • • MULTIPLE TELEPHONE OUTLET ., • TYPE ONE CABLE DROP FROM "BCS" CONTROL ROOM. CONSTRUCT IQN NOTES - emeeomowess.dreommo•e•e• — , INSTALL TYPE ONE cABLE, DROP FROM "MS" CONTROL ROOM ON FIRST FLOOR COL. Bi2. TYPE ONE CABLE TO BE INSTALLED AN SURFACE MOUNTED FACE PLATES AND:TERMINATED ON BOTH ENDS BY CONTRACTOR PER "BCS" STANDARDS AND TESTED FOR CONTINUITY. (TYPICAL 42 PLACES) INSTALL NEW TELEPHONE JACK WITH 3/4"o CONDUIT FROM THE TELEPHONE BOX THROUGH THE . CEILING, (TYPICAL [5 PLACES) INSTALL HAWORTH POWER/TELEPHONE POLE:FOR WIRE AND CABLE WIREWAY, EACH POLE"TO' CONTAIN: (I) TELEPHONE; (I) TYPE ONE CABLE FOR EACH SYSTEM FURNITURE WORK STATION THAT IT SERVES. (TYPICAL 7 ?LACES) - 4 .=V 4 .11 tt■ 4 4 C.` GENEkAL REVISION 0 AUBURN , WA . 98002 0 BELLEVUE , WA . 98007 0 EVERETT , WA 98201 0 KENT , WA . 98031 0 PORTLAND OR . 97220 0 RENTON , WA . 98055 II SEATTLE Vs/A . 98124 . A COVE V c' .A. AR! A T ACCEPTABIL Tilts DESIGN AND/OR SPEC IF I CAT ION IS APPROVED . APPROVED B? DEPT, DATE , ( aN.144.4 REVISION r C (0 I- - woomenotentaliumseosmovr .Z.11% _ 01 00411..01.11.011.M11100011.00 , -it - F. F. i DATE ..1•1•00011..■••••1110.03.1.01n1M. [71 oc 6E ed L3 9F gF _______ _ :=1:71}.71.177..., = - == - _ I f SECOND FLOOR PLAN SCALE: I 8 = I -1'710Y1117017Z47717 - ,Tr""Arr,..r7 ! 11. III 1111111111 0 le TUS V.1.1 1 I , I 2 3 4 5 6 7 8 9 4 72 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. anawrarowasaasoma I 10 11 MAK IN OEINOINY 12 to £3 EF iz 03 6L 19L N CL FL U ca 6 8 L9G 11111E11 111111141111111 1111111111611111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIHIllbilt611111111111111111111111111111111111111111111111111111ifilhlit1111111111111111111111111111111111111IIIIIIIIIIIIIIII tz- • y MULTIPLE TELEPHONE OUTLET __=-100 TYPE ONE CABLE DROP FROM "BCS" CONTROL ROOM. CONSTRUcT I ON NOTES: B) RECEIVED cm 07: TI !Kum. PR 2 1991 PERMIT CENTER INSTALL TYPE ONE CABLE DROP FROM ''t3C.S • CONTROL ROOM ON FIRST FLOOR COL. B/2. TYPE ONE CABLE TO BE INSTALLED IWSURFAcE MOUNTED FACE PLATES AND TERMINATED ON BOTH ENDS BY CONTRACTOR PER "BCS" STANDARDS AND TESTED FOR CONTINUITY. (TYPICAL 2 PLACES) SCDT .11.11.11 KEY PLAN ttuortrtP 4 2 sAc/0.3-01,4 Aomgaameiaat.r4woggixobAvoogoiroxi • WOG 7-'000 i �, PANEL PA ROC' 7-600 PAL PANEL PB TYPE 208Y/ 120V SURFACE MT PAIN BKR. LUGS ONL'( RATING !00AMP 2 BY I20Y 3 PH, 4 WIRE REFERENCE Mc. NO. 7.600-'2E60 REV I S I ON ENGINEER S.A. • COWA,F? �„_ ELECTRICAL L PANEL SCHEDULE rPt. 21.0XL Q\' FEEDERS MAIN MR. 225A MAN BREAKER FRO$ 75 KVA XFMR RATING 20A. ?06Y�` I.0V . 3- PHASIv ELECTRICAL PANEL SCHEDULE SHORT MT . RTG.. + T1d. REVISED CKT . 7 -19 ,13�3a 2 35,2 -•F3 , 28--32 DATE REVISET? SQL/ X1:31 JOB NO.. 9ISS CIR miss in NAPS SIZE LOAD a b o MAT ION w Iaa 12 C� LIGHTfN�- -�__ _.w =.7- _ -___. _ 3b i20 12 CORE LIGHTING Or' '"" 5c 20 2 RE5TRt L I Get I NC 10 t FLR 70 20 12 6 DUPLEX - VW 1st FIR 9b / 1 2 6,DUPLEX, 14 FLEX Itc 20 12 4_ X W le •LR 130 20 12 7 DUPLEX !!g tst FLR 15b G 0 (2 7)DUPLEX 17c 20 12 5 DUPLEX, I 4-Pi EX ti 1e FLR 190 2,0 12 (3)DUPLEX, (!)POWER POLE W Ist FLR 21 b 20 1 TEL 3'HONE EQb I PMt NT 2:; 20 12 2 DUPLEX, 2 4-PLEX S Is1 FIR 25o 20 12 2 DUPLEX REST. RM. 1st FL 27b 20 SPARE 29c • /20 • i2 EXH. FAN 31a /20 12 A.O.T. 53b ?O 12 1 DED. 4 -•FLEX 35c ?O SPARE 37a 2' 12 (8)OUPLEX CORE Ief FLR 395 • 13 10 2 DUPLE?! F VEND. MACH. - Ti ; ; 30 It 2,0' /2+ 12 8 DUPLEX S E let FLR 4b /20 ! (6)DUPLEX Gc 20 12 (5)DUPLEX. (I )4 --FLEX s lot FLR 80 720 12 6 D UPLEX N i i FIR IOb j0 SPARE 12c 20 I 2 DUPLEX = REST RU tat FLR t 40 30 10 SUMP PL 4P 16b tBc w FEED PNL "P9 2nd FLR 200 1130 22b 20 12 DOOR LOCK 24c 20 12 SPRINKLER ALARM . 260 /20 12 SPRINKLER SYSTEM 28b /20 SPARE _ 30c 20 SPARE 320 720 SPARE 34b . 20 12 LOW VOLTAGE FOR LIGHTING RELAY 36c 380 / FEED PNL 'PAZ" 1st FLR 40b 100 42c SPACE Um, of TOTAL. DATE 2`1 8/9I I_QCATION 2nd FLR ELECT. RM. FEEDERS FROU PNL„PA/16.18.2Q SHORT CKT. RTG.,ISyy, REVISED tKT. DATE REVISED JOB ND. 9102 5 FRAMES NUM o b c LOCATION CIR AMPS Std: t o /20 (1 4 --FLEX 2nd FLR 3b 20 • CORE LIGHTING '-- ' 5c /20 RESTROOM LIGHTING To 20 � (2 DUPLEX 9b 20 3 DUPLEX, 1 4- --FLEX Tic /20 8 DUPLEX 130 20 t5b 20 (3)DUPLEX Tc /20 (3 DUPLEX I9a /20 . 21b /20 23c /20 25a 20 (2 DUPLEX . 27b /20 LOW VOLTAGE FOR LIGHTING RELAYS 29c all (DUPLEX 310 39b 41 c, 2 0 20 . 2nd F'LR $b '29. 6c 20 130 /z0 2 DUPLEX, RESTROOM LOb /20 I2c 2(3 DRINKING FOUNTAIN tea /20 (5 DUPLEX 16b L20 2'DUPLEX t8G /20 . 7�DUPLEX 2ta /2(3 HEAT & VENT CONTROLS 2nd FLR 2Zb 20 EXH. FAN ROOF �6a /20 20b 2nd F!. R' 20 30c /20 '34 b� 4 Gb sstt_, of _ _ TOTAL. REVISION cm FRS �fII E Amps SIZE '� � o c LtftAT ! Cr~i4 lo ..._ 20 SPARE .,._. 3b 20 12 (9)DUPLEX NE f st t'LR ;) 5c /2 1 2 (6)DUPLEX 70 /20 12 (1)DEO. 4-PLEX 9b /20 12 " Ilc 20 12 ' 130 20 12 (I)DED 4 -FLEX N 1st FLR 15b 20 t2 " 17c /20 i2 (2)DUPLEX I90 /20 SPARE 21b 20 SPARE 23c /20 12 EMERG. POTHER 1.0. 250 / IF - AIR CO, OUTSIDE 27b 30 " 3Io 33b --. 35c ' 37a �. _ ..--� 3 9b 4!c • -- 2a /20 SPARE 4b /20 SPARE 6c 20 12 2 DUPLEX 2nd FLR 8a J20 12 2 DUPLEX 2nd FLR !ft /20 12 AC CEILING FAN 12c 20 12 AC CEILING FAN 140 20 12 !)DED 4 -FLEX W let FLR lbb /20 12 . 18c /20 12 (2)DUPLEX " 200 /20 12 (I)OED 4 --FLEX W Tat FLR 22b /20 12 ° 24c 20 12 (2)DUPLEX 26a 20 12 28b 20 12 300_ -- ==`" 32a $4b 40b - . Sheaf 04 .______ _ TOTAL. BLDG 7-600 PANEL PANEL PA2 TYPE 206Yjjr MAIN BKR. LUGS ONLY RATING ! QOA 208Y/ 120V� 3• -PHASE REFERENCE ice. N©.,. 7.600 - 1E60 _ iZ£V I S I ON ENt;INEFR__ . A . COWARD ELECTRICAL PANEL SCHEDULE APPROVED! DATE DATE15 9I LOCATIOtt I st FLR ELECT. RM. FEEDERS FROM PNL FA /36.38 , 40 I O0A j3KR SNORT CKT . RTG. , I SYM REVISED CKT. ALL DATE REVISED ENO._ 91025 F�$ $i 'CM 'CM LOAD b c LOCATION 1TU lo 15 12 1 OED 4-PLEX SW 1st FLR 3b '15 12 " Sc 1$ 12 " " 70 15 12 IIDEG 4-PLEX NW Isi FLR 9b 15 12 Ile /15 12 " ° 13a 15 12 ( 4 -PI_EX W Iei FLR 15b 15 12 " 170 /15 12 ° 190 /15 12 JOED 4 --FLEX W N let FLR 21b 15 12 " " 23c 20 12 (2)DUPLEX N lei FLR 25a /20 12 (4 DUPLEX N isf FLR 27b 15 12 (1 DELI 4 -FLEX N let FLR 29e :s 12 " " 3ta 15 12 " " 33b (5 17, 35c /15 SPARE 37u 15 ____2____ SPARE 39b /15 SPARE 41c J 5 { SPARE 1 2o /15 i2 I)DED 4-PLEX S lei FLR 4b /15 12 ^ Sc /15 12 " . ' " Bo /15 12 1 DED 4-PLEX SE I&J FIR IOb ''5 12 DED POWER POLE SC lei FLR 12c /15 12 DED POWER POLE SE 1st FLR 14o /15 12 (I DED 4-PLEX N lei FLR 16b /15 (7 ' Irk L20 !2 (2j[)UPLEX III N let FLR 20o /15 12 (!)DED 4-PLEX " 22b 20 12 (4)DUPLEX " " 24c /15 12 (1 DED 4-PLEX " " 26a 15 12 " 28b /15 12 -- " 30c /15 12 (!)DED 4 --FLEX W 1st FLR 32o /15 12 34b 15 12 " ` " . 36c /15 SPARE 38o /15 SPAR.; 40b 15 SPARE 42c /I5 SPARE S+oet of TOTAL, O AUBURN , WA . 98002 O BELLEV'UE WA 98007 O EVERETT , WA . 98201 O KENT , : WA . 98031 O PORTLAND OR . 97220 - O RENTON-, WA • . 98055 . SEATTLE, ` WA. 981244 BLDc __..?��Q0 PAN(L PANEL PA3 TYPE 208V 120V SURFACE MT. MAIN SKR. I OOAMP MAIN BR KER RATING IDOA, 20,3Y /I zQV 3zPHASE REFERENCE O. No. 7.600-1E60 REVISIOPI ENGINEER5„24. C NAR,D ACCEPTABILITY THIS DESIGN A ib, /0R SPECIFICATION ! S APPROVED 0" APPROVED 13Y7t?EPT OA1•E DATE at 5 _ 1 LOCATION I st FLR ELECT, RM, FEEDERS 3#1, I I Q.NP fRX- - -"0 KVA XFMR SHORT CKT. RTG.,I REVISED CKY. NEW �. DATE KIEV 13; D__ -. JOB NO. BUD! 7-600 " A " PHASE BLACK (LEFT BUS 1N PANEL) "R" PHASE . RED (CENTER BUS IN PANEL) "C" PHASE BLUE (RIGHT BUS IN PANEL), NEUTRAL WHITE EQUIPMENT GROUND GREEN GENERAL. NOTES: I OBSERVE THE FOLLOWING COLOR CODING OF CONDUCTORS ON ALL C I R C U I T S 600 :VOLTS OR LESS: BROWN ORANGE' YELLOW GRAY IDENTIFY LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS WHEREVER V I S I ALE WITH APPROPRIATELY COLORED TAPE APPL TO COVER THE ENTIRE CONDUCTOR CIRCUMFERENCE, 3. MOUNT POWER AND LIGHTING. PANELS WITH THE TOP AT 6' ---0" ABOVE FINISHED FLOOR LEVEL UNLESS OTHERWI SE NOTED. 4;! ; p4tt IRMir eifiNNYMIMAISONAtiliedgireaetigtikeotibrisii r ..A, �{TJ'.1,[! ��y� '�•` T .?,* %�.:Ec '�..4tz'. :, s' a.w4:�4�N.f✓J`�ii�6� {��M�el3ti4i .'".� -Y' G-a 1 � �.u� ^ �. '7diC4 iJ �'� 4.� ' MiFI' 1# +aSsi�2;a�i <:.�'a✓.a'akC✓4,';": ' `s�'e..... . -, ' t' .. .C'eY �''�..' i� 1 _ 2 3 4 5 NOTE: If the microfilmed document is legs clear than this notice, it is due to the quality of the •original document. s''Ct�Y. .l o''' F; r s ....` �.•. +t , • „ y.. e[u9[ { ..r.' 4`li"'9J' 4 11j111111111111111J111j111J1111 111111111I1I1111.11( 111111111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II1 1 1 1I1 1J1 1 11i1I1IIII 1 11.: 1., III11111111111111111 1111111111111111111 " 12 06 GZ 8G L I Z 9Z 9Z 4 7 1 3 £Z ZZ l-G oz 6l 91 Ll 91 5l *L fl Zl ll pi, ! 6 8 L. 9G *l c Z l hit 11 11111► I! I11111111111IIII1111111111111111111111111111111111111111111111 /i1111111 1111111 IIIIIIIIIIIIII111111111111111111111 !11111111111111I1II .1111111111111111111111 11111111111111111111111111111! 1111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111i !111111 1 SIN FRANCS ! 5 Wick SIZE L0 / Y _ 0 b tt LOCATION _' _ 10 20 — LIGHTI9AYSAREA# ,.��.�_� _ 5c /20 #S 1a /20 Za 9 b 5c 2 0 III _� t5 5c SFACE _I 3 o 70 20 NIGHT LIGHTING 6 EXIT SIGNS 1st FLR 9b 20 1111111 — SPARE Igo o 23c III 11c 20 3hW DUCT HEATER 2nd FLR 25a _ Isi FIR 13o /20 27b 4KW DUC+ HEALER lot FIR 15b 2Pc 15b 17c / _ _ 7KW DUCT HEATER • 2nd FIR 17c' 20 131 FIR 19u _D 190 21b 23c L20 /20 2KW 6 3 W DUCT HEATER 9KW DUCT HEATER I. FIR OUTSIDE LIGHTING 57a 23c ..,.' 20 25o -- 250 1 . 39b SPACE 27b 27b 5KW DUCT HEATER 4Ic Ist FIR 29c o 20 310 Sib 20 4b 5c /20 20 20 35c 2.nd FIR 4 37o P. 39b W. 2nd FIR 80 20 41c AREA LIGATING CONF. RM. !ob 41c AREA LIGHTING CONF. PM. W. 2nd FIR I2c ^'- LIGHTING LOUNGE S. 2nd FIR 14o SPACE �,-- 16b _ 20 220 LIGHTING RELAYSYS AR .�.__ T 10 FIR 4b 20 ---- •T• ---- �-- 6c /20 _� f 16 2nd FIR 10b /30 12c /30 8u 22b 10b ELEVATOR, 204' MOTOR I5b /20 /20 181 FIR I2c 50 22b 14o 26o 2nd FIR 24c ,„, 20 16b 26b 5KW DUCT HEATER 26a 2nd FIR I8c 20 30c 28b 20o 22b 1 120 20 2)W DUCT HEATER 32o Isi FLR 2KW DUCT HEATER Isi FIR 24c 34b 25o 36c '7KW DUCT HEATER 1st FIR 28b 20 38o 38o 30r 40b 40b 32o 34b iii 20 9KW DUCT HEATER 42c tai FLR 36c ei .__ of TOTAL 38o _ _ TOTAL • 40b 42c t Sheet . of TOTAL L CM E AMPS S4 MAD 'b C LOCATION IIIII i,. 20 LIGHTING RELAYS AREA iiiii 2nd FLR 3b p,o / IIIII INN 5c /20 #S 7o /20 NIGHT L IGHTINGS, EXIT SIGNS 9 b /20 HOT WATER TPJ'& III !Ic 5c SFACE _I 3 o 45b 17c • 70 9b —.. f IV 1111111 Igo o 23c III &KW MCI' HEATER IIIII 2nd FLR 25a _ 27b 2Pc 15b 5KW DUCT HEATER 310 2nd FIR 17c' 20 33b 190 35c 2Ib 9KW DUCT HEATER 57a 23c ..,.' 20 25o 1 . 39b SPACE 27b 4Ic > 29c 310 33b 35c 20 4b 5c /20 20 20 LIGHTING RELAYS AREA j2 2.nd FIR 4 P. W. 2nd FIR 80 20 41c AREA LIGATING CONF. RM. !ob 20 AREA LIGHTING CONF. PM. W. 2nd FIR I2c /20 LIGHTING LOUNGE S. 2nd FIR 14o SPACE 16b 4b I6KW DUCT HEATER T 2nd FLR 18c Bo /30 J 20o 2nd FIR 10b /30 12c /30 14u /30 22b 2nd FIR 2nd FLR 2nd FLR I5b /20 /20 18c 24 c 22b 26o 2nd FIR 24c ,„, 20 26b 26a SPACE 30c 28b 32o 32o 34b 34b 36c 36c 38o 38o 40b 40b 42c 42c ei .__ of TOTAL 94.1_________O__ _ _ TOTAL cIR FMS SIZE LeA* 0 b e LOCATION lu SPACE __. 3b SPACE 5c /20 3KW DUCT HEATER 2nd FIR • 70 9b —.. f &KW MCI' HEATER 2nd FLR _ 15b 5KW DUCT HEATER 2nd FIR 17c' 20 190 2Ib 9KW DUCT HEATER 2nd FLR 23c ..,.' 20 25o SPACE 27b 29c 310 33b 35c 37o 39b 41c 2o 4b I6KW DUCT HEATER T 2nd FLR 6c 20 Bo /30 J 174W DUCT HEATER _ 2nd FIR 10b /30 12c /30 14u /30 21% d 4KW DUCT HEATER 21SW DUCT HEATER 3KW DUCT HEATER 2nd FIR 2nd FLR 2nd FLR I5b /20 /20 18c 20o 22b 6KW DUCT HEATER 2nd FIR 24c ,„, 20 26a SPACE 28b 30c 32o 34b 36c 38o 40b 42c 94.1_________O__ _ _ TOTAL DATE 03.28.91 APPROVED REVISION AFPRf)VED BY . . #: RTAE3 i LY z Tt,! S :.DESIGN AND/OR S EC I F I CAT I ON I S APPROVED .�.... � "r ' 7�. , ....?'�'..?6k� :wi� -n�. , . nki? �• �R/ K�+' T' a ` A; 1� .�' �. A. C • RD 'BLDG 1-600_ ENEPAL . RECEIVED ctTY.tl: TI JKWILA APR 2 1991 I R* L T ` F FV 151 JN, Swam mu, 6QO'E5O MO 7-•600 PAi PANEL LA TYRE 480/Z77V, _.iii._.? F21.6f r ..MTD MAIN BKR. _LOS Q.NLY RATING _AMP, 48.Y,'?77V PH4 W REFERENCE DEG. NO. 7.600 REVISION ENGINEER 5_4_A..4.....0 5 .. D ELECTR ! CAL PANEL SCHEDULE SHORT CKT. RTC;. ,1 S'Yu. REVISED CKT. DATEREVIED JOB NO. 9 DATE 2111/91 ._ LOCATION 1st FLR ELECT. RM. FEEDERS _ , KR — - FROM w _ • iy_3D 200AMP ELECTRICAL BLDG 7-600 PANEL PANEL LB TYPE 4 i0L, 7V . , 3 PH SURFACE MTD IAAIN BKR. _ l MS ONLY RATING 225A, 480Y/277V 3PH 4W REFERENCE t:WD. h"J REVISION ENGINEER_ S. A. COWARD ^ i'!•S. f : � `..en +r ` a 7: a � ' a .. � . �' i f T' t Y+ .+ , tA. ' A 1. +M y . ' �'.. �. �o.* .Zr'A?s:-..:sr�'C,a........ � �; :��r�•�.4:r :.' Xtf II IIJIII IIII''IIIIII�IIIIIII�III`IIIIII 0 to THS INCH 1 2 VVININIMMIMINIMMINIONWSUILAIIMMLIMII PANEL SCHEDULE DATE 02.- -1 9--91 LOCATION 2rrd FLR ELECT, RM. FEEDERS FROM, $W8[) 200AMP BKR SHORT CKT. RTG. ,1 SN. REVISED CKT. DATE REVISED JOB NO.__r $1025 �......W.«�..... 4.;fabaamoratomawameoarse atammosaaftlwawanoommtrawalvalarmt JL PANEL PANEL HV rcpt 4t30/a,,77.V, 3 PH MAIN DKR. RATING 4 Q.QAMA 4 8QY1.I 7 VI REFERENCE D#c. NO REV I S;ON 0 AUBURN WA : 98002 8 LLEVUE , WA .. 98007 0 EVERETT 9820 0 KENT , WA . 9803 I 0 PORTLAND , OR 97220 0 RENTON., WA 9805 SEATTLE > WA. 9,8124 ELECTRICAL PANEL SCHEDULE aLDO 7-00 DATE 2/1819j $U I�TD FEEDERS FR 1 SWB17 Q AMP E3KR 3 PH,_ 4 V. SHORT CXT. RTG . REVISED CKT. . _ DATE REVISED_ ENGlP EER S . A . CARD JOG AO. 9102. LOCATIOM,__2nd FLR ; .i l f ... j . ,4. G 4 _, 11. 1.I. 1 1 1 1IIIII1 hill111111111111IIIII1IIIIIII1IIII !1111!1) 3 4 5 6 7 8 9 10 11 W.VE IN GERMANY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. I 0€ 6z ee Le 92 Gz b2 CZ zz Lz Oz 61 61 LI 91 S1 VI. Li zl II 01. 6 9 L. 9 S C z L WW 0 Ii IIIIIIIIIIIIIIIIlIIIIIIIIIIIIIII1 III IIIIIIIIIIIIIIIIIII IIIIIIIIili1' 1111111 11IIlillll lll111111!III11111tll1l1111IIT lliIIIIII!I IIII IIIIiI! III IIIII I1 1 IIIIIIIIIII! 111111III11iiInIl11111111111I1111111111111 11111111111!III111111111IIIII II Ii!liii11II1I11Ii 1111111111111111111 J 1 l • OBSERVE THE rOLLOWI NG COLOR COIF ! NG `(- CONDUCTORS' ON ALL C I R C U I T S 600 \)dL.TS° LESS: "A PHASE BLACK (LEFT BUS IN PANEL) "B PHASE RED (CENTER BUS IN PANEL) "C' PHASE BLUE (RIGHT BUS IN PANEL) NEUTRAL WHITE EQUIPMENT GROUND GREEN BROWN ORANGE YEL GRAY ow IDENTIFY LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS WHEREVER VISIBLE WI TH APPROPRIATELY COLORED TAPE APPLIED TO COVER THE ENTIRE CONDUCTOR CIRCUMFERENCE. 3. MOUNT POWER AND I. I GH T I NG PANELS WITH THE TOP AT 6' --0" .ABOVE FINISHED FLOOR LEVEL UNLESS OTHERWISE NOTED, • • 3 1