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HomeMy WebLinkAboutPermit D02-017 - COMPAQ COMPUTERCompaq Computer 3415 S 116t'' ST D 02 -0017 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1023049043 Address: 3415 S 116 ST TUKW Suite No: Tenant: Name: COMPAQ COMPUTER CORP Address: 3415 S 116 ST, TUKWILA, WA Owner: Name: BEDFORD PROPERTIES INC Address: 12720 - GATEWAY DR., SUITE 107 Contact Person: Name: CHAR PATTERSON Address: 13201 BEL -RED ROAD, BELLEVUE, WA Contractor: Name: UNIMARK CONSTRUCTION GROUP LLC Address: 1221 FOURTH AVENUE, SEATTLE, WA Contractor License No: UNIMACG984CA Value of Construction: $100,000.00 Fees Collected: $1,644.19 Type of Fire Protection: SPRINKLER/AFA Uniform Building Code Edition: 1997 Type of Construction: III -N Occupancy per UBC: 0016 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: n Public: n Storm Drainage: N Street Use: N Water Main Extension: N Private: n Public: n Water Meter: Channelization / Striping: ** Continued Next Page ** DESCRIPTION OF WORK: TENANT IMPROVEMENT INCLUDING NEW WALLS, DOOR, CEILING AND FINISHES doc: Devperm DEVELOPMENT PERMIT D02 -017 Permit Number: D02-01 7 Issue Date: 03/01/2002 Permit Expires On: 08/28/2002 Phone: Phone: 425 641 -9200 Phone: 206 628 -5110 Expiration Date: 02/01/2004 Printed: 03 -01 -2002 z. Q � 00 U) CO Ill J N u_ w 0 u = a _, Z � w ~ w 0 °. O N o I— I W W: —O z U N 0 Z Signature: Print Nam doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: ��lLl Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law 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 regulatin instruction or the performance of work. I am authorized to sign and obtain this development permit. '[eA • L Ark � T L 1 i r LL This permit shall become null and voi ie ork 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. D02 -017 Date: g — d Z Printed: 03 -01 -2002 Balance Due: $ ?FA 015' Need Current Contractor Registration Card: 'Yes Need to Enter Contractor Information in Sierra: [Yes ACTIVITY NUMBER: D02 -017 PROJECT NAME: COMPAQ COMPUTER SITE ADDRESS: 3415 SOUTH 116 STREET _ Original Plan Submittal Response to Correction Letter # 1 DATE: 02 -26 -02 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Structural Re 'ew Required Approved witli Conditions n Planning Division n Permit Coordinator DUE DATE: 02 -26-02 Incomplete n Not Applicable DATE: b Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Comments: No further Review R quired DATE: z4 ANN DUE DATE 03 -26 -02 Not Approved (attac cornme ts) n DUE DATE 1 PERMIT NO.: E) ,j - 011 BUILDING PERMITS INSPECTIONS ❑ 1 Progress Inspection Status ❑ 2 Pre - construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection 0 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection/Modular Struct Mobile Home Tie Down Insp Marriage Lines Resteel Footing Drains Foundation Footings Foundation Walls Foundation Insulation Concrete Slab /Slab Insulation Crawl Space Shear Wall Nailing Plywood Wall Sheathing Roof Sheathing Nailing Plywood Deck Nailing Exterior Wall Sheathing Masonry Chimney Chimney Installation/All Types Framing Roof /Ceiling Insulation Floor Insulation Wall Insulation Exterior Roof Insulation Glazing Inspection Lighting and Controls Suspended Ceiling Interior Wallboard Fastening Exterior Wallboard Fastening Pre -Move Inspection Motor Inspection Pre -Demo Pre - reroof Final -Fire Final - Building Final - Reroof Site Visit Special- Concrete Special -Bolts in Concrete Special - Mom/Resist Conc Frame Special -Reinf Steel Prestress Special - Welding Special- High- Strength Bolting Special - Structural Masonry Special -Reinf Gypsum Concrete Special - Insulating Conc Fill Special -Spray Fireproofing Special- Piling, Piers, Caissons Special - Shotcrete Special- Grading, Excav /Fill Special - Retaining Wall Special- Panels Special -Smoke Control System ❑ 71 ❑ 72 ❑ 90 ❑ 95 ❑ 100 ❑ 200 ❑ 250 300 350 400 450 500 525 550 600 610 00 750 ❑,800 801 ❑ 802 ❑ 803 ,815 900 00 ❑ 1001 ❑ 1110 ❑ 1115 ❑ 1120 ❑ 1140 ❑ , 1400 700 ❑ 1900 ❑ 3100 ❑ 4000 ❑ 4001 ❑ 4001 ❑ 4003 ❑ 4004 ❑ 4005 ❑ 4006 ❑ 4007 ❑ 4008 ❑ 4009 ❑ 4010 ❑ 4011 ❑ 4012 ❑ 4013 ❑ 4014 ❑ 4015 TENANT NAME: Covo Gtn/ipc--i‘e.yv CONDITIONS 10001 ❑ 10002 10003 10004 10005 10006 ❑ 10007 ❑ 10008 ❑ 10009 ❑ 10010 ❑ 10011 ❑ 10012 ❑ 10013 ❑ 10014 ❑ 10015 r` —10016 ❑ 10017 ❑ 10018 X 10019 ❑ 10020 ❑ 10021 ❑ 10022 ❑ 10023 ❑ 10024 ❑ 10025 ❑ 10026 10027 ❑ 10028 10030 ❑ 10031 ❑ 10032 ❑ 10034 ❑ 10035 ❑ 10036 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division Plumbing permits shall be obtained through King Co Electrical permits obtained through L & I All mechanical work shall be under separate permit All permits, insp records & approved plans available All structural concrete shall be special inspected All structural welding shall be done by WABO certified inspector All high- strength bolting shall be special inspected Bolts installed in concrete shall be special inspected When special inspection is required...notify Tukwila Building Division The special inspector shall submit a final signed report Any new ceiling grid and light fixture installation Partition walls attached to ceiling grid Readily accessible access to roof mounted equipment Engineered truss drawings & calcs shall be on site Any exposed insulation backing material shall have Subgrade preparation including drainage, excavation A statement from the roofing contractor verifying fire retardant class of roof All construction to be done in conformance w /approved plans Structural observation shall be provided for this project All food preparation establishments must have King Co Fire retardant treated wood shall have flame spread of Notify Building Division prior to placing any concrete All spray applied fireproofing shall be special inspected All wood to remain in placed concrete shall be treated All structural masonry shall be special inspected Validity of Permit Rack storage requires separate permit No occupancy of building until final insp by Bldg Div Comply with requirements of TMC 16.04 Remove all weeds, concrete, stone foundations, flat concrete Removal of septic tanks require approval and compliance with King Co Health Dept. Contact PW Div to obtain insp for water /sewer connect Manufacturers installation instructions required on site ❑ 10038 A C of 0 will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 10042 Fuel burning appliances ❑ 10043 Appliances, which generate ❑ 10044 Water heater shall be anchored ❑ 10045 .Reroof ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Plan Reviewer: Permit Tech: Date: Date: kf3 0Z 2zi'rry Z w fY � 6U O 0 W I W LL W O J u. 0 W Z = Z 0 U 0 I— W W � L I O .. W • = O I- Z ACTIVITY NUMBER: D02 -017 DATE: 01 -23 -02 PROJECT NAME: COMPAQ COMPUTER CORP SITE ADDRESS: 3415 SOUTH 116 STREET X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Structural, Review Required Approved with Conditions i ... J Approved with Conditions REVIEWER'S INITIALS: t DATE: Planning Division Permit Coordinator DUE DATE: 01 -24-02 Not Applicable No further Revie Requi ed DUE DATE 02 -21 -02 Not Approved attach c DATE: DUE DATE Not Approved (attach comments) n DATE: BUILDING DIVISION REVEIW Date: Feb. 6, 2002 Project Name: Compac Computer Corp. building permit application Application #: D02 - 017 Plan Review: Ken Nelsen, Plans Examiner No further comments at this time. Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 - 431 -3670 2. It appears from the plans that the majority of the existing lighting equipment is to remain. 9 :. For the limited areas of new lighting, identify the watts per square foot allowed by p: W.S.E.C. Chapter 15. w z A general Building Division plan review has been completed on the subject project. Please address the following comments with applicable revised plans, specification, and for other documentation. 1. The plans do not identified the extent of additional H.V.A.C. systems required for the proposed occupancy use. Washington State Energy Code Chapter 11 would require that additional information be provided to show compliance of the building envelope when increasing the heating or cooling. Include applicable plan details for additional required insulation. ACTIVITY NUMBER: D02 - 017 DATE: 01 - - PROJECT NAME: COMPAQ COMPUTER CORP SITE ADDRESS: 3415 SOUTH 116 STREET X _Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route Approved Approved \PRROUTE,DOC 5/99 TUES /THURS ROUTING: PLAN REVIEW /ROUTING SLIP Comments: Fire Prevention Structural Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: k J2 I �j4U CORRECTION DETERMINATION: Approved with Conditions g Not Approved (attach comments) ri Approved with Conditions REVIEWER'S INITIALS: Revision # After Permit Is Issued n Planning Division Permit Coordinator DUE DATE: 01 -24-02 Not Applicable No further Review Required DATE: DUE DATE 02 -21 -02 DATE: 130 n Li DUE DATE Not Approved (attach comments) ri DATE: z Z J U. O 0 c CO J N lJ. w lL En a . � w Z = Z U� O - O H w W • U LLO w U= O~ z t ACTIVITY NUMBER: D02 -017 DATE: 01 -23 -02 PROJECT NAME: COMPAQ COMPUTER CORP SITE ADDRESS: 3415 SOUTH 116 STREET X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete' Please Route Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: REVIEWER'S INITIALS: CORRECTION DETERMINATION: p ala x•vY n.pyY1 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: r Planning Division Permit Coordinator DUE DATE: 01 -24-02 Not Applicable No further Review Required DATE: ) + e) t DUE DATE 02 -21 -02 Approved with Conditions n Not Approved (attach comments) Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DATE: DUE DATE ., .....,.., «,..,w.wa.n w „wr.�•X+d�rblo�J"�5 z re 11 J U 00 0 W L1.1 _. w a g � u. ¢ I �.. w Z = E- O Z u j 00 N OH W u. O = ~O h- z ACTIVITY NUMBER: D02 - 017 DATE: 01 - - PROJECT NAME: COMPAQ COMPUTER CORP SITE ADDRESS: 3415 SOUTH 116 STREET X Original Plan. Submittal Response to Correction Letter #_ DEPARTMENTS: Building Division Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route II Approved n APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n \PRROUTE.DOC 5/99 Structural Review Required PLAN REVIEW /ROUTING SLIP Fire Prevention Structural a�u Response to Incomplete Letter # Revision # After Permit Is Issued REVIEWER'S INITIALS: Incomplete ri Not Applicable No further Review Required REVIEWER'S INITIALS: �' DATE: 0 t Approved with Conditions n Not Approved (attach comments) Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator DUE DATE 02 -21 -02 DUE DATE: 01-24-02 Comments: I I DATE: DUE DATE Project Name/Tenant: e V Value of Construction: Site A State/ZI _ a ax P reel N bar S, 11pTH �'1 reef 7v�Gu�' / / C Pro ftM g "en/ i) STI TtIn a & ff t- - 0 1-1-1 >�i) C_ P Sl f Fax If: l _ 4 4706 Contractor: I i l v` ^ /4 R-� . v P Street Address: 4 Cit tate�p: F Fax #: ao /r - - Architect: 0—pc ( -hone: J :25 / L// _ci2.00 ( j� • - � Fax #: L � 1 5 _ � d 2 g7 _ O I Engineer: l Phone: i Street Address City State/Zip: F Fax #: Contact Person: n /_ � � _ ��i �`)11aC{� P Phone: 6 p ,2eo . Street Address: ( Description of work to be done: 7" , t_ /i�� e4 /_. / h , q f_. fle -U j d ) cdO Ge-/ / l /? G- a act- !?!s i S . Existing use: • Retail " ❑ Restaurant ❑ Multi- family 72 Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel K Office ❑ School/College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehou e~ ❑Hospital • ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office' c cza_n4e_) ❑ School/College/University ❑ Other ll Will there be a change of use? ❑ yes no If yea, extent of change: (Attach additional sheet If necessary) Will there be rack storage? ❑ yes no Existing fire protection features: sprinklers automatic fire alarm ❑ none ❑ other / (specify) Building Square Feet: Q 0 existing I Area of Construction: (sq. ft.) 4 / 02 ST Will there be storage of flammable combustible hazardous material in the building? ❑ yes no Attach list of materials. and storage location on separate 8 1/2 X 11 paper indicating quantities & Materl S afety Oats Sheets C 21 '0 2 TUKWIL DCDiP CITY TUk W LA Permit Center 6300 Southcenter Blvd., suite 100, Tukwila, WA 98188 (206) 431-3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. :..APP.LICf11S�T�A �7UE�T >FtOR PljBLI , uVtS yxF�'L'/� Ri y, " ' �,it yl� :(AdafiNonal•re t ih ''d hj� Rtlbl.�c.:W��ka i 110 enf) .:,• ;, ❑ Flood Control Zone ❑ Hauling ❑ Channelization/Strlptng ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault* Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: 0 ❑ Sewer Main Extension 0 Private 0 Public ❑ ❑ Storm Drainage Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt N: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent f! Size(s): ❑ Water Meter Temp It Size(s): Eat. quantity: gal ❑ Miscellaneous Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant, This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current tee schedules. . Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dare applic Non co • ed: eV Oafs appll VI r p# Appllcat/• a an ' : (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERM(T.DOC 1/29/97 87 C 21 '0 2 TUKWIL DCDiP CITY TUk W LA Permit Center 6300 Southcenter Blvd., suite 100, Tukwila, WA 98188 (206) 431-3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. :..APP.LICf11S�T�A �7UE�T >FtOR PljBLI , uVtS yxF�'L'/� Ri y, " ' �,it yl� :(AdafiNonal•re t ih ''d hj� Rtlbl.�c.:W��ka i 110 enf) .:,• ;, ❑ Flood Control Zone ❑ Hauling ❑ Channelization/Strlptng ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault* Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: 0 ❑ Sewer Main Extension 0 Private 0 Public ❑ ❑ Storm Drainage Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt N: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent f! Size(s): ❑ Water Meter Temp It Size(s): Eat. quantity: gal ❑ Miscellaneous Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant, This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current tee schedules. . Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dare applic Non co • ed: eV Oafs appll VI r p# Appllcat/• a an ' : (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERM(T.DOC 1/29/97 87 Signature: jv m"r woo Phone: Print name: cHR� pa-7-7E (D// Address t3 2 ( 3 gel) Ro+4 D City /State/Zip g3.5-1.)4.) Al, .t4COMMERC/AL /MULTI -FA Y TENANT IMPROVEMENT /Al T TION PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLL r /NC: > ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ :", Complete Legal Description SHEET I A " O OF T- • ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) seta of working drawings (flve(5) sets for structural work), which include : ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries ' 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) . 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, Identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ Of Floor plan: show location of tenant space with proposed use of each room labeled ❑ �, Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Vicinity Map showing location of site ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan Identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ )0 Indicate proposed construction of tenant space or addition and walls being demolished 0 ❑ Construction details 3 2 1 ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations In structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. -Ex 57 CI ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. . ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ' Copy of Washington State Department of Labor and industries Valid Contractor's License. If no co . • been selected at time of application a copy of this license will be required before the R submit Form H -4, "Affidavit in Lieu of Contractor Registration ". ermit i> issued Beuidl,ttl.own �iAuYHbriStk. t ; 4 h :1p�I rf:« •,hill i.?,141 0r 1j. tiglsfered,biehlt t/M lr� a r: x,l=eiitractdt 0 by the State oI G4! ertirifrliein,. ;•�1 ii f Yr i1 ? fe' rti. �ka ptbZiiftiyr v i • r>Illi�� trhttn ttil�.dg�ent d tug l �t,�fr�31�}tiit aji�5iid 1dt1 %id :� obtain tti• • ertrill:4v1 // kiri..10 : . : ' I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / A AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/57 v q8 pD.5 Prpejkt: Type of l_r_p Aclf • leci5 S. (r Si-, Date called: 7 ?itoa • Special instructions: ev i .... Date want rs ,.., GLa.< a rn • : Requesterdj Phtir: CO) 3:L64 •••••,'• . • • , • • 4 4 . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspect r: Approved per applicable codes. Date:.. - o . ) -0/ 7 Corrections required prior to approval: ; PERMIT NO. (206)431-3670 —02 $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4,4 441,44.,x ' ' Ciiy of Tukwila Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name < ak-(aG #, (WA- V -1k;r �o ' Address 3 V/ S //C. S 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: Authorized. ignature FINALAPP.FRM Rev. 2/19/98 :try'!lLrrs:? .4':" VrTr". 7.4.A° %t „.h.^r.- 77,' ,7ir.^7 Steven M. Mullet, Mayor Permit No. 00.1 c / ) Al ( o Date Suite # /01, T.F.D.. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206.575.4439 z w re f ) 0 N 0 W = J H N u_ wO 2 Q . V1 ▪ a w z = F- ZO w • w U O P- O H W W 0 O W z O z 4 P ect: c 4. el Typrl Inspecfon: : ‘.1 A res (I trI Date called: I g' 12 Specia instructions: s( Date wanted: - 46 / OR . . Request r' ...'. . , .. • 71J 04 co INSPECTION RECORD Retain a copy with permit INSPECTION NO. '.• CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Eg A,pproved per applicable codes. PERMIT NO. (206)431-3670 47.00 REINSPECTION EE REQUIR79 Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: 64.01 Date: Receipt No: Pr ect: Type of Inspection: Address: Special instructions: 1 95 Date wanted 15 D � /6.a. / m. Requester: Phone: ( ,ao(s)7f6 -a 3 7/ INSPECTION RECORD Retain a copy with permit N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southceriter Blvd, #100, Tukwila, WA ; 98188 . Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 7.00 REINSPECTION E REQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. I to schedule reinspection. Receipt No: .. z COMMENTS: Type of I spection: Special instructions: Date wanted: Requester: Type of I spection: . get-e :Address:: . ..... Date called. Special instructions: Date wanted: Requester: INSPECTION NO. INSPECTION RECORD • Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 . • . .• • • • PERMIT NO.. (206)431-3670 proved per applicable codes. El Corrections required prior to approval. Date: .3 spector: $47.9b REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at400 Southcenter Blvd., uite 100. Call to schedule reinspection. Re ipt No: Date: Type 0 Inspection: Special instructions: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. COMMENTS: Inspector: Date: --, 0 $47.00 REINSkCTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite Call to schedule reinspection. Receipt No: Date: Corrections required prior to approval Special instructions: Date wanted/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431-3670 COMMENTS: Inspecto Date: -9 [ Corrections required prior to approval $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: doe: Conditions Ts City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1023049043 Permit Number: D02-01 7 Address: 3415 S 116 ST TUKW Status: ISSUED Suite No: Applied Date: 01/22/2002 Tenant: COMPAQ COMPUTER CORP Issue Date: 03/01/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 4: All mechanical work shall be under separate permit issued by the City of Tukwila. 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 7: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: Maintain fire extinguisher coverage throughout. 12: Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) 13: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 14: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 15: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 16: Exit doors serving exit closures and exit passageways shall be maintained self - closing or shall be automatic closing by actuation of a smoke detector. All hold open devices shall be listed for the intended purpose and shall close or release the fire assembly to the closed position in the event of a power failure. (UBC 1005.3.3.5, 1005.3.4.4) 17: Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) 18: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 19: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4407. D02 -017 r.. �. ^+ *•e.+. .rnw�« .. ... r.•rer • =:,11 tr"... 1111itato r4 Mr• a.'^ IrF' ST++.'. rt.. rr. n.+ wx', >r*V +rtr.rh:en- rs.n..rK.rwa:. a.� rr ra.•rW'f�•r•:rn•.n Printed: 03 -01 -2002 z w O 0 CO CI W L11 ( w w w ? z � 1- 0 z I- w w U ON 0H w uj O Li Z U= O Z is Print Nam doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law 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 provision of any other work or local laws regulating construction or the performance of work. Signature: ,�_. � Date: Z / 47tirE cr D02 -017 Printed: 03 -01 -2002 DEPARTMENTS: Building Division 4Wci 21$ Public Works Complete • TUES /THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -017 PROJECT NAME: COMPAQ COMPUTER SITE ADDRESS: 3415 SOUTH 116 STREET Original Plan Submittal Response to Correction Letter # DATE: 02 -26 -02 Response to Incomplete Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Approved with Conditions Planning Division Permit Coordinator DUE DATE: 02 -26-02 Not Applicable No further Review Required DUE DATE 03 -26 -02 Not Approved (attach comments) DATE: REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: z ~ W 00 co W J wO L. Q. I d z � F- O Z H- w U O. O N • — w • W' F- r- - u.l z UW H - 0 z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # • .Response to Correction Letter # 1 O Revision # after Permit is Issued Project Name: COMPAQ COMPUTER Project Address: 3415 South 116 Street Contact Person: Char Patterson Received at the City of Tukwila Permit Center by: O Entered in Sierra on Plan Check/Permit Number: . D02-017 M IJ RECEIVED CITY OF TUKWILA PERMIT CENTER Phone Number: 4 - to 4-1- q 200 Summ Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision BUILDING DIVISION REVEIW Date: Feb. 6, 2002 Project Name: Compac Computer Corp. building permit application Application #: D02 -017 Plan Review: Ken Nelsen, Plans Examiner Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 A general Building Division plan review has been completed on the subject project. Please address the following comments with applicable revised plans, specification, and /or other documentation. 1. The plans do not identified the extent of additional H.V.A.C. systems required for the z o proposed occupancy use. Washington State Energy Code Chapter 11 would require that w w ' additional information be provided to show compliance of the building envelope when D o increasing the heating or cooling. Include applicable plan details for additional required o ( -2 insulation. ° I- w ui I-- U 2. It appears from the plans that the majority of the existing lighting equipment is to remain. u. o For the limited areas of new lighting, identify the watts per square foot allowed by ui z W.S.E.C. Chapter 15. c) of No further comments at this time. CORRE LT R# u M1 tw o o mtme* SIwdA PA^' .XM4 + yr .. z February 8, 2002 Char Patterson JPC Architects 13201 Bel -Red Road Bellevue, WA 98005 Dear Ms. Patterson: City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D02 -017 Compaq Computer 3415 South 116th Street Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be ref -4 4t'ed with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3670. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D02 -017 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 :S. d-. 14001 e /of I+naa'/NIiA'A114101. ACTIVITY NUMBER: D02 -017 DATE: 01 -23 -02 PROJECT NAME: COMPAQ COMPUTER CORP SITE ADDRESS: 3415 SOUTH 116 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #, Revision # After Permit Is Issued DEPARTMENTS: 1 041 670 Building Division I I) Fire Prevention /WL / -30-D Public Works Structural Ita 1 V DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 1 n Planning Division "IL l- -uv Permit Coordinator DUE DATE: 01 -24-02 Not Applicable Comments: No further Review Required DATE: DUE DATE 02 -21 -02 Approved with Conditions Not Approved (attach comments) Ffb REVIEWER'S INITIALS: DATE: OVYe L . 151 1 Wu. 1 P 2- 5-b2- DUE DATE Not Approved (attach comments) n DATE: I'1 z a • Vi Z ` LU 6 O 0 N 0 J • I F- N LUO LLa D = d Z = Z LULU U � O ( F- LU L u 1- . LU U= 0 h- Payee: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Z W Parcel No.: 1023049043 Permit Number: D02 -017 U O 0) o. • Address: 3415 S 116 ST TUKW Status: PENDING N W Suite No: Applied Date: 01/22/2002 LU 3 Applicant: COMPAQ COMPUTER CORP Issue Date: to i_ u. W Receipt No.: R020000074 Payment Amount: 645.94 g Q: u) . Initials: SKS Payment Date: 01/22/2002 01:19 PM _ User ID: 1165 Balance: $998.25 _ • 2!1.-..- 1-O! Z 1- W W • Dp O N , TRANSACTION LIST: a H - : . Type Method Description CITY Y Q1= TLIKWTL -�} W W' Amount . i- p' RECEIPT • - O Payment Check 1467 645.94 illZ 0 JPC ARCHITECTS Current Pmts PLAN CHECK - NONRES Description Account Code 000/345.830 645.94 Total: 645.94 2877 01/23 971 TOTAL 645.94 PW DCD 645.94 CHECK 645.94 01/23/02 16 15 :37 0097 2877 Printed: 01 -22 -2002 Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Current Pmts City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Z re u-1 Parcel No.: 1023049043 Permit Number: D02 -017 U O Address: 3415 S 116 ST TUKW Status: APPROVED to 0 Suite No: Applied Date: 01/22/2002 W i . Applicant: COMPAQ COMPUTER CORP Issue Date: co u_, W Receipt No.: R020000295 Payment Amount: 998.25 g 5 Initials: SKS Payment Date: 03/01/2002 03:08 PM = a User ID: 1165 Balance: $0.00 ir— _ Z F—' ZE : U� O �, 0 I_-, Type Method Description M 0 uj Amount - O Payment Check 16412 998.25 iilZ. U N F- F = , O Z UNIMARK CONSTRUCTION GROUP LLC Description Account Code BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 993.75 4.50 Total: 998.25 4370)3/01 ')716 TOTAL 998.25 doc: Receipt Printed: 03 -01 -2002 ti Project Info Project Address Compaq Computer Corporation Date 2/25/2002 3415 South 116th Street, Suite 125 For Building Department Use Tukwila, NA 98168 Applicant Name: JPc Architecte Applicant Address: 13201 eel -Red Road, Bellevue, WA 98005 Applicant Phone: 425 -641 -9200 2001 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 2001 Washington Stale Nonresidential Energy Code Compliance Forms COPY CORRECTION CITY T June2001 -KJM PERMIT CEPI'r 1o?O 17 Ail Insulating installed? Opague Wall R -11 Masonry Wall (int) U -0.19 Masonry Wall(other) U -0.25 Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -11 Roof Over Attic R -30 All Other Roof R -21 Raised Floor R -19 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.60 Glazing Criteria Met? Glazing Vert OH Area % UVat UVat SHGC 0-10% 0.90 1.45 1.00 10-15% 0.75 1.40 1.00 15-20% 0.65 1.30 0.00 20-25% 0.60 1.30 0.65 All Insulating Installed? Opague Wall R -11 Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -11 Roof Over Attic R -30 All Other Roof R -21 Raised Floor R -19 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U 0.60 Glazing Criteria Met? Glazing Vert OH Radiant Floor Area % 11Val UVat SHGC 0-15% 0.90 1.45 1.00 15-20% 0.75 1.40 1.00 20-30% 0.65 1.30 0.65 30-40% 0.60 1.30 0.45 All insulating Installed? Metal Framed Wall U -0.062 Other Opaque Wall R -19 Masonry Wall (int) U -0.19 Masonry Wall(other) U -0.25 Below Grd Wall (ext) R -10 Below Grd Wall (olh) R -19 Roof Over Attic R -38 All Other Roof R -30 Raised Floor R -30 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.60 Glazing Criteria Met? Glazing Vert OH 1.00 Area % UVat UVal SHGC 0-20% 0.40 0.80 1.00 All Insulating installed? Metal Framed Wall U -0.062 Other Opague Wall R -19 Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -19 Roof Over Attic R -38 All Other Roof R -30 Raised Floor R -30 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U 0.60 Glazing Criteria Met? Glazing Vert OH Area % UVat UVat SHGC 0-20% 0.40 0.80 1.00 2001 Washington State Nonresidential Energy Code Compliance Form Envelope Summary (back) Climate Zone 1 ENV -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other: All other space heating systems including gas, solid fuel. oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) Yes No Yes Prescriptive Path Allowed Component Performanc Systems Analysis Required Electric Resistance: Space heating systems which use electric resistance elements as the primary healing system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 W /ft of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Yes Yes Yes No Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Z Assy.Tag HC ** Area (sf) Totals Area weighted HC: divide total of (HC x area) by Total Area HC x Area Yes First Edition. June 2001 Yes 1 No R Lu A *If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. * *For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. MsenN �carL.��.e �«vron.,.am 5�.rxnny ru�> xyzxfi '2!- °j�'EA'�lt'!"'n+y?�t +r, z ~ W re JU U0 co J = 1- U) LL al 0 ILa . U� Id W_ Z t'- t- 0 Z W 0 ON it] E- W W LL Z . W U= O~ z Space Heat Type 0 Electric resistance ® All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing c� -- o C o rF - E 0 X �Q = b . 8 /. Concrete/Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry O Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space 1/ Minimum Insulation R- values Roofs Over Attic For Building Department Use 19" All Other Roofs Applicant Address: 13201 Bel -Red Road, Bellevue, WA 98005 l Opaque Walls I Below Grade Walls 'Gs Floors Over Unconditioned Space -$- Slabs -on -Grade G Radiant Floors 19' Maximum U- factors Opaque Doors Q , (p Vertical Glazing 19* Overhead Glazing I . 0 Maximum SHGC (or SC) Vertical /Overhead Glazing I Project Info Project Address Compaq Computer Corporation Date 2/25/2002 3415 South 116th Street, Suite 125 - Warehouse Port. For Building Department Use Tukwila, WA 98168 Applicant Name: JPC Architects Applicant Address: 13201 Bel -Red Road, Bellevue, WA 98005 Applicant Phone: 425- 641 -9200 Envelope Summary Climate Zone 1 ENV -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Project Description I ❑ New Building ❑ Addition It I Alteration ❑ Change of Use Compliance Option ❑ Prescriptive S Component Performance ❑ ENVSTD 2.1 ❑ Systems (4.0 not acceptable) Analysis (See Decision Flowchart (over) for qualifications) Semi- heated space 2 Minimum Insulation R- values Roofs Over Semi - Heated Spaces Notes: 9 L 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements 2001 Washington State Nonresidential Energy Code Compliance Form First Edition, June 2001 Opaque Concrete /Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U -facto is 0.25 If project qualifies for Concrete /Masonry Option lst walls with HC >_ 9.0 Btu /ft . °F below (other walls m t meet Opaque Wall requirements). Use descript s and values from Table 20 -5b in the Code. Wall Description (including insulation R -value & pos' on) U- factor Z ~ W 6 00 W= F- N W W O .N d = W Z � O W W W U O N 0— W W H � IO W Z U J- O ~ Z Project Address Compaq Computer Corporation ,"" (AARE1.400sF Date 2/25/2002 Space Heat Type 0 Electric resistance 0 All other For Building Department Use Glazing Area as % gross exterior wall area Prop. l 40.0% Max.Target Concrete/Masonry Option 0 Yes 0 No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component List corn. •nents b assembl ID & *age # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA U x A) m ' N m > 0 U= Plan ID: U= Plan ID: U= Plan ID: 'fir U= Plan ID: IN. U= Plan ID: U= Plan ID: U= Plan ID: I� CL ■ G ^�p yi' (.1.)Q•/re,hp*s.c, on ) Glazing % Electric Resist. Other Heating 0 -15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% not allowed 0.60 >30 -40% not allowed 0.50 (see Table 13 -1 for Conc/Masonry values) I Overhead Glazing 8 d 0 U= Plan ID: U= Plan ID: NI k U= Plan ID: 1\1 1 Glazing % Electric Resist. Other 0 -15% 0.80 >15 -20% 0.80 1.40 >20 -30% not allowed 1.30 >30 -40% not allowed 1.25 (see Table 13 -1 for Conc/Masonry values ,0 t U= I . 0 Plan ID: S kil I el h+ e ')- 'Nea�* W r 0�t 0 t„)SC. , PieRrID: / 1C 32 3 2 • O. Ea. a o O 0 U= 0. C. Plan ID: man�OOtr' U= 0. (0 Plan ID: 044 Door' U= Plan ID: 0, (0 1t 41 = 2S. '2 O , ( )( 2 go .: S1 • eL I . Electric Resist. Other Ling 0.60 0.60 > * O R= Plan ID: R= Plan ID: I R= Plan ID: I !!! Electric Resist. Other Heating 0.031 0 36 4 4 s o O R= 1 Plan ID: E1(15'f't o .O9 R= Plan ID: u W' R Plan ID: �)'a.FT' �, �►: x (9'20 SF= ►72 8, O.05 (1920 Electric Resis . Othe a ting 0.034 0.050 . -f- N O ERs-- l 1 . Plan f� ID ` vo) o„i Bo.i'�S p, 0 9 X 3 j 3(00 c F _ .. 0,11-C ** ** 510 ,A- I rn+1 ffamiO: ST'' a R- - Plan -ID: 1( 0, c R= Plan ID: 0120 q41... TO eC R= Plan ID: cD c , , * *Note: sum of Target Areas here should equal 35 . + is4 % - S A. +l ..e,+J L. Target Opaque Wall Area (see back) Electric Resist. Other Heating Ordinary 0.062 .•4 Conc(int) 0.19 0.19 Conc(oth) 0.25 0.25 o ' o 6- ? R= Plan ID: R= Plan ID: N IA R= Plan ID: Note: if insulated to levels required for opaque I N , A walls, list above with opaque walls Electric Resist. Other Heating 0.062 0.14 n L O c _ R= Plan ID: J r' R= Plan ID: R= Plan ID: /� t R= Plan ID: /� N ) a I `+ rT Electric Resist. Other Heating 0.029 0.056 v c o Es o a R= 5 Plan ID Um1 r∎ I)(0 t� R= . - Pl ID: 't1 tOt »/ R= Plan ID: 21 ve -rt �L R= Plan ID: I 1 1 SU L . f = 0,5g cpe ,r - Tajo(� 2D -2) ` • J - o 58 ( 8 9 1-'F ) = t l02_ ;`� 0 . G4 L Bq } = l"b�tr? Electric Resist. Othe tng F =0.54 =0.54 (see Table 13 -1 for radiant floor values)_ *For CMU walls, indicate core irisulation material. Totals For compliance: 41(p5 3 395 D, 02 Totals 41 (5 3 X 552 ,0 Envelope UA Calculations Climate Zon.e1 ENV -UA 2001 Washington Stale Nonresidential Energy Code Compliance Forms 4. 4444 . 2001 Washington State Nonresidential Energy Code Compliance Form ARC First Edition, June 20 1) Proposed Total A rea snail equal arget iota! Area ana 4) Fro I otai UA shall not exceea target I otai ut C oSe i2. ..� 6 , � .. � ' 1374. u� h u Z W Ie W i O 00 WI H N W Wo � < co = W Z �. ZO W W O N W W H 0 - W Z co O ~ Z 2001 Washington Slate Nonresidential Energy Code Compliance Forms 2001 Washington State Nonresidential Energy Code Compliance Form Climate Zone 1 ENV -SHGC For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together, Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area Roofs over Attics Other Roofs Wallsl Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls OG= Max Glazing Area (Table 13 -1) 11 lesser Note: If there is more than one type of wall If the Target Areas for Opaque Walls lis OG= VG= I x I 40.0% I _ 100 =' I Target OG Area in Roofs over Attics Target 0 Max OG Remaining Proposed Opaque Area Proposed Opaque Area Proposed 0 ea ximum Targ Glazing Ar rea in Other Roofs lesser Target OG Area Target VG Area Target Opaque Area Proposed VG Area Target VG Area Target Opaque Area ±1 — 1 .1 = 1 e Target VG Area may be distributed among them, and separate Target Opaque Areas found. on the front must equal the total calculated here. rget values in shaded boxes are used In the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. First Edition, June 2001 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I rovaW » rzr#' r„ T+ .te...,ttr(e"M..nrpya.�., Z I W U U) W =' J F" W g � = W Z F- F- O Z 0 0 I-- WW rci LL Z U= O~ z { Glazing List components by assembly ID & page # ID: ID: ID: ID: ID: ID: Proposed SHGC SHGC' x Area (A) = SHGC x A C ` A C ' . -I-I-. (. +5t. on SHGC Target SHGC x Area (A) = SHGC x A 6wzejO G lazing % Electric Resist. Other Heating 0 -20% 1.00 1.00 >20 -30% not allowed 0.65 >30 -40% not allowed 0.45 (see Table 13 -1 for Conc/Masonry values) *Note: Manufacturer's SC may be used in lieu of SHGC. Totals Totals 2001 Washington Slate Nonresidential Energy Code Compliance Forms 2001 Washington State Nonresidential Energy Code Compliance Form Climate Zone 1 ENV -SHGC For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together, Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area Roofs over Attics Other Roofs Wallsl Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls OG= Max Glazing Area (Table 13 -1) 11 lesser Note: If there is more than one type of wall If the Target Areas for Opaque Walls lis OG= VG= I x I 40.0% I _ 100 =' I Target OG Area in Roofs over Attics Target 0 Max OG Remaining Proposed Opaque Area Proposed Opaque Area Proposed 0 ea ximum Targ Glazing Ar rea in Other Roofs lesser Target OG Area Target VG Area Target Opaque Area Proposed VG Area Target VG Area Target Opaque Area ±1 — 1 .1 = 1 e Target VG Area may be distributed among them, and separate Target Opaque Areas found. on the front must equal the total calculated here. rget values in shaded boxes are used In the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. First Edition, June 2001 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I rovaW » rzr#' r„ T+ .te...,ttr(e"M..nrpya.�., Z I W U U) W =' J F" W g � = W Z F- F- O Z 0 0 I-- WW rci LL Z U= O~ z { If "no" is shown for any ques Ion, provide explanation: 2001 Washin ton State Nonresidential Ener Code Com • Hance Form • Building Permit Plans Checklist • ENV -CHK 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition, June 2001 Project Address Compaq Computer Corporation 'Date 2/25/2002 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability 1 Code (yes, no, n.a.) I Section Component )Information Required Location Building Department on Plans I Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed N1R 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official Yes 1302 Space heat type: GAS If "Other", indicate on plans that electric resistance heat is not allowed N 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation Yes 1311.1 Insul. installation Indicate densities and clearances 1312 1312.1 U- factors Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead as . -rcent of ' ross wall area Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, gas fillings N CR 1311.5 Slab -on -grade floor - XIST►iJG Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation Is protected YES 1311.2 Roof /ceiling • insul, Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts ee Arl ed.ttar4tL Yes 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; NI(k 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents 1313.1 Vapor retarders Indicate vapor retarders on warm side 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate yap. retard. with sealed seams for non -wood struc. Ys Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD 2.1 screen 1 output if necessary 1313.3 Wail vapor retarder 1313.4 Floor vapor retarder Indicate vapor retarder on wall section Indicate vapor retarder on floor section 1313.5 Crawl space yap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage 1314.1 Bldg. envel. sealing 1314.2 Glazing/door sealing Indicate sealing, caulking, gasketing, and weatherstripping Indicate weatherstripping 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Z 1 ~ • w U O W o • LL W .W � Z = F- W • O • W • 0 O • D- o 1- W I— H Lk O .. Z = O I— Z Project Info Project Address Compaq Computer Corporation Date 2/25/2002 CFM 3415 South 116th Street, Suite 125 For Building Dept. Use Flow Control Tukwila, WA 98168 Applicant Name: JPC Architects Applicant Address: 13201 Bel -Red Road, Bellevue, WA 98005 Applicant Phone: 425- 641 -9200 Fan Equipment Schedule Equip. ID Brand Name Model No. CFM SP HP /BHP Flow Control Location of Service Location CeAer/eY' IN'S -. 02..4 g00 61.5 '8 . l l0 -o 000 / 0 '' 48‘5 0 /00o D,5 78.6 lc) /0l4 11 1 46607 D,00lo s 200o 015 80 . ) 2Gno f tort o Cooling Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location c C,kri er 04 - 02¢0403 24 coo Boo os l0 -o 000 rPae)F l4 it c- 03©4 30 oco 1000 asA- lc) /0l4 Ro o F 1l r �8a5- d�oc� efb5 4/o.Qoo 2Gno f tort o / a /OD % RODF Heating Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency 9 (,trot 4 C- o 94- M, 000 A00 /0 /. -o 000 20' f a Boy / /0 f; 4€45 - oso 1617 00 /Ooo /0l4 64040 47220 79,7 79.4 11 #8bs- egoof f-3 4'a <2000 /OD % 9'D000 7o`/70 MechanicarSummary MECH -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Includes Plans 2001 Washington State Nonresidential Energy Code Compliance Form Mer . / * As -7 b Be. s obm,' tf Qd._ unclev. sep, m17' Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 1 1f available. 2 As tested according to Table 14 -1, 14 -2 or 14 -3. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). June 2001 - KIM z W 6 JU O 0 W = H W 0 L a .tn = , W z � I- 0 z l-- 0 0- O I- W w "-- o z w = . O I. ``v System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? Packaged sys? ❑ <54,000 Btuh ❑ Economizer included? or 1900 cfm? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. 2001 Washington State Nonresidential Energy Code Compliance Form eating/ Cooling or Cooling 0 Reference Section 1421 Reference Section 1423 Reference Section 1420 Use Complex Systems Reference Section 1430 Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Po p U rl 2001 Washin ton State Nonresidential Ener Code Com•Hance Form • Mechanical Permit Plans Checklist • MECH -CHK 2001 Washington State Nonresidential Energy Code Compliance Forms Project Address Compaq Computer Corporation Date 2/25/2002 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component HVAC REQUIREMENTS (Sections 1401 -1424) Information Required Location on Plans Building Department Notes 1411 1412.1 1411.4 1411.1 1412 1412.2 1412.3 1412.4 1424 Separate air sys. 1416.4 Commissioning SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1412.4.1 1412.4.2 1422 Thermostat interlock Indicate thermostat interlock on plans 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. Indicate modulating or staged control 1412.7 Balancing Indicate balancing features on plans 1423 Economizers Equipment schedule 1413 Air economizers 1413.1 Operation Indicate 100% capability on schedule 1413.2 Control 1413.3 Integrated operation 1414 1414.1 1414.2 1415.1 1416 1416.1 &2 1416.3.2 1440 1441 1442 Equipment performance Pkg. elec. htg.& clg. List heat pumps on schedule Minimum efficiency Equipment schedule with type, capacity, efficiency HVAC controls Temperature zones Indicate locations on plans Optimum Start Indicate optimum start controls Deadband control Indicate 5 degree deadband minimum Humidity control Indicate humidistat Automatic setback Indicate thermostat with night setback and 7 dill. day types Dampers Indicate damper location and automatic controls Indicate Indicate controls able to evaluate outside air capability for partial cooling Ducting systems Duct sealing Indicate sealing necessary Duct insulation Indicate R -value of insulation on duct Piping insulation Indicate R -value of insulation on piping Completion Requirements Drawings & Manuals Indicate requirement for record drawings and operation does. Air Balancing 1416.3.3 Hydronic Balancing Mech. Sum. Form Indicate air system balance requirements Indicate requirements for commissioning and prelim. Report Indicate separate systems on plans Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer Shut -off controls Indicate automatic shut -off Indicate hydronic system balance requirements June 2001 - KJM Service water htg. Elec. water heater Indicate R -10 insulation under tank If" 1454 1454 ircled fo i Pool covers Pools 90+ degrees t Indicate vapor retardant cover Indicate R -12 pool cover id I no is c r any ques on, prove exp anatiion: Z ~ w 6 U O D W ' LL W u_ Q .U: = Z I- I-- 0 Z W U � 0 I— W H� tL O .• Z W U= Z Project Info Project Adorer 'lr� — �A ��G'� 57A -rA" oats e Z � �`+� a s rL. /a f Far Building OeFartment Use. • Tu f _ w4 1 _ /‘f Appprant Name: � Qel is s+- y.. .t:,:4:-, •-- Appictntt Addre s:4) 'Ade Applicant Phone: ed #6, z✓dh fl)33 Tel f 7O „ e vOS q Location (fiooklroem no.) • - Occupancy Description Allowed Watts per If " Area in e Allowed x Area Covered Parking • (f if AY - A '41.0 I ,, s :- - I --1 . I • I I 0.25 Wife I .I LOCUM (floor/room no.) Fixture Oescription • Number of Fixtures Watt/ Fixture Wan Proposed Covered Parking • (f if AY - A '41.0 I ,, s :- - - i --1 Outdoor Arena . • I I 0.25 Wife I .I 7.5 wnf I I Location _ Description Allowed Watts t tr n or per If Area in fi (or If for perimeter) • Allowed Walls x R (or x if) Covered Parking 0,2 wire Open Parking 0.2 Wit' --1 Outdoor Arena 0,2 wire Bldg. (by facade) 0.25 Wife _ Bldg. (by Mimi 7.5 wnf FEB -21 -2001 0:26 1994 waamngmn Sete r+xrerfa.naal Erwin C 4. 0.10 rase ram. Project Description - 1 ❑ New Budding 0 Addelon Compliance Option Alteration Exceptions (check appropriate box) Maximum Allowed Lighting Wattage (Interior) Maximum Allowed Lighting Wattage (Exterior) Location U Prescriptive Lighting Power Allowance 0 Systems Analysis (See Qualification Checxlst (over). Indicate Prescriptive 8 LPA spaces etearty en piarss,) 0 No ranges are being made to the lighting ❑ • Less than 60 % of the FAAwes are nett, and installed lighting wattage Is not being increased From Tabte 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts4 ,� g Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Warta for Interior) otal Proposed Watts may not exceed Total Allowed Watts for Intenor Note: for building exterior, choose either the facade area or the perimeter method, but no bath) Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Was for Exterior) Fixture Description Z eration Total Proposes Warts may not exccw Total allowed Warts :or _t enor Total Proposco Wa;,s laza Number of Fixtures Total Proposed Warst y fs I Total Allowed Warts Watts/ Fixture ( P.02/02 i Warms Prooxxsed Agri, 194% TOTAL P.02 Z � _i U O 0 CO 0 J 1- W 0 u..? (.0 = W Z �. H 0 Z Ir ul U O D 0 I-- W w F- I--- - 0 w z 0 O ~ z JPC ARCHITECTS 13201 Bel -Red Road, Bellevue, WA 98005 tel [425] 641 -9200 fax [4251637-8200 www.jpcarchitects.com DATE: 2 I I n I") IN . I •7 PROJECT NAME: CONAp,Ap Ti) I40I �l PROJECT NUM d7 4 JPC ARCHITECTS 13201 Bel -Red Road, Bellevue, WA 98005 tel [425] 641 -9200 fax [4251637-8200 www.jpcarchitects.com DATE: 2 I I n I") IN . I •7 PROJECT NAME: exterior wall section at warehouse C ARCHITECTS 13201 BeI -Red Road, Bellevue, WA 98005 t.I (425] 641 -9200 fax [425] 637 -8200 www.jpcarchitects.com exterior wall section at warehouse LEGAL DESCRIPTION TA\ ASSESSOR'S PARCEL NUMBER: 102304- 9043 -07 DESCRIPTION: NEW PARCELS A,5 AND C OF THE CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT #F89 -8 -BLA AS RECORDED UNDER KING COUNTY RECORDING #9003121480, RECORDS OF KING COUNT`:', WASHINGTON COMPA 3415 S 116TH STREET TUKWILA, WA 98168 -1978 GENERAL NOTES DRAWING INDEX INTERIOR ARCHITECTURE PC ARCHITECTS - " "' 13265 BeLRed Rd TTeIresue -WA Peons ter 415-641-4200• fac 425-531-8206 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. 2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE BUILDING OWNER /ARCHITECT /ENGINEER HARMLESS FOR INJURY Oft DEATH TO PERSONS OR FOR DAMAGE i0 PROPERTY CAUSED BY THE NEGLIGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES, OR SUBCONTRACTORS. 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE. 4 SPRINKLER, PLUMBING, MECHANICAL, AND ELECTRICAL ARE, UNDER SIPARATEA PERMIT: S CODES ALL WORK. SHALL CONFORM TO THE PPPUCABLE 'BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE M ETHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 6. STRUCTURAL, PLUMBING, MECHANIC, ELECTRICAL AND FIRE PROTECTION DRAWINGS ARE A SUPPLEMENTARY TO THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES BETWEEN THE CONSULTANTS' DRAWINGS WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WRIT THESE DRAWINGS OR SPECIFICATIONS SHALL BE CORRECTED BY THE. CONTRACTOR AT NO EXPENSE TO THE BUILDING OWNER, TENANT, OR ARCHITECT. 7. USE G.W.B. METAL TRIM AT ALL CORNERS AND EDGES, PANT TO MATCH ADJACENT WALL 8. AT COMPLETION OF THE WORK, REMOVE ALL DEBRIS FROM THE SITE, LEAVING SPACE CLEAN, WASH ALL WINDOWS AND GLASS, POLISH ALL HARDWARE. REPLACE AND PATCH AREAS OF CEILING DAMAGED DUE TO LIGHTING INSTALLATION OR MECHANICAL ADJUSTMENT. !A -0.0 COVER SHEET & GENERAL INFORMATION IA -3.1 DEMOLITION, FLOOR, FINISH, FURN.RE & CEILING PLANS IA -9.1 ELEVATIONS, DETAILS & SECTIONS f 3, = �� compA a CUSTOMER `, C S E R r ICE S OFFICE TUKWILA, WASHINGTON 9. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY PERMITS & FEES. EXCEPT THE BUILDING PERMIT WHICH WILL BE PROVIDED BY THE OWNER. O. CONTRACTOR TO SUBMIT A LIST OF PROPOSED PRODUCT SUBMITTALS AND SHOP DRAWINGS TO TENANT FOR APPROVAL PRIOR TO START OF CONSTRUCTION. MINIMUM SUBMITTALS: CEILING TILE, CASEWORK AND MILLWORK SHOP DRAWINGS, CARPET, APPLIANCES, LIGFtDNG, AND ALL FINISH SELECTIONS. 1. TO SPECIFIC FINISH COLORS AND FLOORING) ARE INTENDED TO BE 1 ALL PRODUCTS AND MATERIALS SPECIFIED IN THE DRAWINGS (W/ EXCEPTION ON AN "OR EQUAL BASIS. ANY PROPOSED SUBSTITUTIONS MUST BE SUBMITTED TO THE TENANT IN WRITING FOR APPROVAL WITHOUT D OF SCHEDULE ELAY 12. FURNITURE SPECIFICATION AND INSTALLATION BY OTHERS. DIME NSIONS FILE COPY '� � y VICINITY MAP \ I / v V SCALE: TUTS It MANA ST 7.1' ,i , Jk uz: C , - g 4 5112th St W SYMBOLS LEGEND G E N' D Erm ROOM NUMBER REFERENCE DOOR TYPE /HARDWARE CONVENTION: _.-ROOM NUMBER TYPE -' 6 6 2Q STOREFRONT/REUWITHOUT TE CONVENTION ELEVATION PONT AI DETAIL REFERENCE AN WALL SECTION 1 understand that the Plan Check approra!s are JRASJRRIIF, errors and crmss,ons an., approval of plans does not authorize the a , Y - ec e p of adopted code or ordinance_ P.z o c con tractor's copy or approved plan; ae /:_Aged. B - - ' r1 Petis itN6. pot o�7 1. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDTITONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT W GUARANTEE OF ACCURACY_ THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFI' THE ARCMSECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PROR TO PROCEEDING WITH THE WORK. 2. DIMENSIONS OF PLANS ARE TYPICAL 70 THE CEMERlJNE OF COLUMNS AND FINISHED FACE OF PARTITIONS, UNLESS NOTED OTHERWISE. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX (6) INCHES FROM THE FACE OF THE ADJACENT PARTITION OR CENTERED BETWEEN PARTITIONS. SEPARATE PERMIT REQUIRED OR ' �, - Y L:, ELECTRICAL I UM B - i GAS PIPING - --- UKW LC Y t ION D � J 'tea ?@ S 113th St S 15Th 1 SI S 1 11,4 Str 1 p ii . .. .: - ._ ., -.�_: s ,., ;. - ,4 m. \ S116N St '°}` j - S11i21 PI Q l f.6 q qs ! n j . 0 MapQuastcom. Ina; 02001 Ian Tectige NW BUBBLE REFERENCE BUBBLE 2 A REVISION REFERENCE ` ®' > INTERIOR ELEVATION SYMBOL ® REFERENCE KEY (REFER TO KEY NOTES) �,- BRE ACLINE SYMBOL 1' (REFER WALL FINISH REFERENCE KEY REFER TO FINISH SCHEDULE ) 3. DO NOT SC RAWINGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND. 4. COORDINATION: THE G17JERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE. VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS.. 5. CONSTRUCT WALLS PLUMB AND SQUARE W/ EXISTING STRUCTURE AND NEW CONSTRUCTION UNLESS NOTED OTHERWISE. FIRE '., PROTECTION r.+ R G. 7 �V �y�a ilG V 171 ®IYa7 �Tm fig NO CHANGES SHALL BE MADE TO E., OF. WORK WITHOUT F=1 ^T .• J I O TUK ILA BU t D E C Ar ., a C.F. : mfr t ' Jig /o5. H I NECESSARY, PROVIDE FIRE PROTECTION AT ALL:PENEIRATIONS OF FIRE RATED ELEMENTS AS :REQUIRED 81' CODE CONSTRUCTION 'PC PPAJeet Pe. - 100 - 0454 ELECTRICAL LEGEND DUPLEX RECEPTACLE FOURPLEX RECEPTACLE All DEDICATED FOURPLEX RECEPTACLE P VOICE /DATA 0: AT FLUSH FLOOR BOX ER FL E ® VOICE /DATA WALL RECEPTACLE (EXISTING) G (2) VOICE/ (2) DATA WALL RECEPTACLE 42 `JOKE /DATA DROP FOR I "ORKSTATIOtIS (ELECTRICAL PANELS). NUMBER DENOTES CUA`!'TTY OF STATION (4 CATSE PER STATION). 2 ) J J -BOX FOR ELECTRICAL CONNECTION TO WORKSTATION Q CI CIRCUIT PER STATION)-NUMBER DENOTES NUMBER OF CIRCUITS. WI CARDREADER LOCATION (7ROVIDED BY TENANT) I 4' INDIRECT FLOURESCENT LIGHT FIXTURE ( ILLUMINATED EXIT LIGHTING ON BATTERY BACKUP 0 RECESSED COMPACT FLOURESCENT DOWNUGHT L�J HVAC RETURN GRILL ® HVAC SUPPLY GRILL FIRE SPRINKLER HEAD SINGLE POLE LIGHT SWITCH 3 3 -WAY LIGHT SWITCH 7. COORDINATE. CONSTRUCTION SCHEDULING WITH BUILDING REPRESENTATNE AND ARCHITECT TO ALLOW ONGOING OPERATION OF THE FACILITY DURING CONSTRUCTION. 2 . CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, PLUMBING,. MECHANICAL, AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITONS PRIOR TO BEGINNING THE WORK. 3. CONTRACTOR SHALL BE'RESPONSIBEE FOR PROVIDING FIRE TREATED BLOCKING REQUIRED FOR WALL AND CEILING MOUNTED ITEMS. 4. ALL 5. THERE D SHALL 8E NO EXPOSED PIPE, BUILDING MAX. ATORA C ECA C ALL SUCH UN. 5 E WTIH THE REQUIREMENTS'. OF ME LATEST NEW CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE SHALL BE 8' -0 ". HALL. BE CONCEALED OR FURRED AND CONSTRUCTION LEGEND EXISTING WALL CONSTRUCTION NEW WALL CONSTRUCTION = =- EXISTING CONSTRUCTION TO BE REMOVED A GRID HEIGHT PARTITION (NON- RATED ): 2 -i/2" METAL STUDS AT 24" 0/C WITH ONE LAYER OF 5/8 TYPE 'X' GWB EACH SIDE TO BOTTOM OF SUSPENDED CEILING SYSTEM & WIRE SECURITY MESH ABOVE TO STRUCTURE WHERE INDICATED INSTALL NON -FACE GATT INSULATION. REFER TO DETAIL e /1A -9.1 FOR ADDITIONAL INFORMATION. fIn I 1 T,•� .J.- GRID HEIGHT PARTITION (NON-RATED): 2 -1 2" META ( ) / STUDS AT 24" 0/C WITH ONE LAYER OF 5/8 TYPE 'X' GWB EACH SIDE TO BOTTOM OF SUSPENDED CEWNG SYSTEM. REFER TO DETAIL 7/IA -9.1 FOR ADDITIONAL INFORMATION. PT FLOOR FINISH REFERENCE KEY (REFER TO FINISH SCHEDULE) •. It ms Opp bo INFORMATION CODE APPLICABLE EDITIONS OF BUILDING CODES: UNIFORM 1997 UNIFORM FIRE ODE 1997 UNIFORM MECHANICAL CODE 1997 NATIONAL ELECTRICAL CODE. 1997 WASHINGTON STATE ENERGY CODE (WAG 51 -11) 1997 WASHINGTON STATE BARRIER FREE REGULAMONS . r11NE5 OF THE AMERICANS TTH DISABILITIES ACT FEDERAL GUiC TYPE OF CONSTRUCTION: III -N NUMBER OF STORIES: 1 STORY FIRE PROTECTION: FULLY SPRINKLERED OCCUPANCY: B AND ST TENANT IMPROVEMENT AREA: 4,929 SF [71 et BASE REFERENCE KEY (REFER TO FINISH SCHEDULE) //�� NORTH REFERENCE F.E.C. NEW B/S SEMI - RECESSED WALL MOUNTED FIRE EXTINGUISHER CABINET F.E. NEW B/S WALL MOUNTED FIRE EXTINGUISHER DRAWING NAME CONVENDON: - INTERIOR ARCHITECTURE - DRAWING SERIES / - FLOOR NUMBER ' • A A � / 2 • FINISHED, UNLESS NOTED AS EXPOSED ON CONSTRUCTION DRAWINGS 6. OFFSET STUDS WHERE REQUIRED 50 THAT FINISH WALL SURFACES WILL BE FLUSH- 7. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS. G C E1 LIN G 1. CEILING HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR ELEVATION TO BOTTOM OF OR OTHER FINISH SURFACE. . 2. SUPPORT DATA - LATERAL SUPPORT SHALL BE PROVIDED 8Y' FOUR WIRES OF MIN.. t2 U.S GAUGE SPLAYED IN FOUR DIRECTION S AN ANGLE 90 DEG. APART, AND CONNECTED TO THE MAN RUNNER WITHIN 2 OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT NOT 'EXCEEDING 45 DEG. FROM THE PLANE OF THE CEILING- THESE LATERALSUPPORTS SHALL BE PLACED 12' -O O.C. IN EACH DIRECTION, WITH THE FIRST POINT "WITHIN 4' -0 FROM EACH WALL SEE DETAIL 14/71- IA -9.1. 3. VERTICAL SUPPORTS SHALL BE NO. 8 U.S. GAUGE WIRE TO SUPPORT EA MAX U16 SO FT_ OF COUNG AND SADDLE -TIED AROUND MAIN RUNNERS, PER CHAPTER 47:1872 OF THE UBC S T A N D A R D S - CROSS R U N N E R S TO M A N rn SADDLE-TYING WITH ONE STRAND NO. 16 U.S. GAUGE TIE WIRE, OR APPROVED EQUIVALENT, PER CHAPTER 47.1812 OF THE UBC STANDARDS. DISCONTINUOUS ENDS OF CROSS- RUNNERS AND MAN RUNNERS TO BE VERTICALLY SUPPORTED WITHIN 8 OF SUCH DISCONTINUITIES AS MAY OCCUR WHERE CE LING IS INTERRUPTED BY A WALL 4. CONTRACTOR SHALL INSTAL CEILING TILES ONLY AFTER ALL CABLING AND CEILING PLENUM EQUIPMENT/DUCTWORK HAS BEEN INSTALLED. I L� �1 FINIS H E S 7 ALL PALM AND OTHER APPLIED FINISH (TEATS SHAD_ BE APPLIED FN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS 2. CARPET CONTRACTOR SHALL FURNISH AND INSTALL RUBBER REDUCER STRIPS AT LOCATIONS WHERE CARPET AND VINYL COMPOSITION TILES MEET. PROVIDE COLOR SAMPLES TO TENANT FOR APPROVAL 3. FLOOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT OF THE SPACE UNTO WHICH THE CLOSET DOOR OPENS, U.N.O. 4. PREPARE FLOOR PER FLOORING AND CARPET MANUFACTURER'S RECOMMENDATIONS TO PROVIDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. 5. CONTRACTOR TO SUBMIT FULL LIST OF ALL FINISHES AND PROVIDE SAMPLES TO TENANT FOR APPROVAL PRIOR TO START OF ANY FINISH WORK. PLUMBING, MECHANICAL & ELECTRICAL 11 !20i0 SPA PLAT 2/21 /Oi .O E" Oi O4jC. 5 7 - .: P S �i 01/15/0 700,. CO �S�'T TA M TEAM PROJECT E BUILDING OWNER AMB INSTITUTIONAL ALLIANCE FUND I, LP PIER 1, BAY 1 SAN FRANCISCO, CA 94111 PHONE: 415- 394 -9000 FAX :415- 394 -9001 TENANT COMPAQ COMPUTER CORP_ 14475 NE 24TH PHONE: 425- 407 -6108 FAX: 4 UE, WA 98005 102 017 FAX 25 -562 AN NANCY CONTACT: ANDERSON INTERIOR ARCHITECT JPC ARCHITECTS, PLLC JPC ARCHITECTS, PU_C 13201 BEL-RED ROAD PHONE: (425) 647 -9200 FAX: (425) 637 -8200 CONTACT: CHAR PATTERSON ARCHITECT OF RECORD: CHAR PATTERSON GENERAL CONTRACTOR UNIMARK CONSTRUCTION 1325 '.4th AVENUE, SUITE 610. SEATTLE; WA 98107 FAX: 206- 628 - 5108 ' PHONE: 206- 628 - 5110' '' CONTACT: DAVE RAU. ELEC TRICAL'.DE$IGN - BUILD CONSULTANT 780 MECHANICAL DESIGN CONSULTANT TBD EIEEEMIIIIIIOM 5283 REGISTERED ARCHITECT , Y �- :W -- RECENED CRYRECITED '- �AIMITCEARER ES E= COVER SHEET GENERAL INFORMATION I A © POOL x xu,h.ets. PLLC i x 8 SUSPENDED FLUORESCENT LIGH77NG N = NEW E = EXISTING R = RELOCATED 1. PLUMBING, MECHANICAL. & ELECTRICAL DRAWINGS TO BE SUBMITTED UNDER SEPARATE PERMIT. 2. MECHANICAL & ELECTRICAL CONTRACTORS SHALL BE RESPONSIBLE TO MAINTAIN COMPLIANCE WITH APPLICABLE CODES AND STANDARDS AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS. 3. DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT. 4. CENTER OF ELEC. AND VOICE DATA OUTLETS IS 0 18 AF.F., U.N.O., SPECIAL HEIGHTS ARE NOTED ADJACENT TO OUTLETS. / 5. DIMENSIONS TO AND FROM ELECTRICAL OUTLETS SHOULD BE A MAXIMUM OF 6 FROM CENTER OF ELECTRICAL OUTLET TO CENTER OF TELEPHONE OUTLET. 6. DISCREPANCIES BETWEEN EXISDNG CONDITIONS AND CONSTRUCTION DRAWINGS SHOULD BE CALLED TO THE ATTENTION OF JPC ARCHITECTS. CASEWORK . AND MILLWORK NOTES ABBREVIATIONS ®5 'C'ENTERLINE CONTR. CONTRACTOR F.F. FACTORY FINISH INSUL. INSULATION OA. OVERALL UHT. SHEET 1 NUMBER CPRR. CORRIDOR R EH. . FNSH R O.C. ON CE S IM. SIMILAR O.D. OUTSIDE DIAMETER S.L.M. SPECIAL LAMINATED • or SQUARE FEET C.T. CERAMIC TILE PLR FLOOR (E JAN. JANITOR Ji. JOINT OH. OVERHEAD EDGE o DEGR'E(S) GTR. CENTER SPEC. OPP.H. OPPOSITE HAND SPECIFICATION A C AIR CONDITIONING FLUOR. FLUORESCENT KIT. KITCHEN OPNG. OPENING SQ. SQUARE ACUUS. ACOUSTICAL O.S. FLUORESCENT S TUD S) KPL KICK PLATE DPP. OPPOSITE S.STL. STAINLESS STEEL AC.T. ACOUSTIC TILE DEMO. DEMOLITION F .O.G FA CE OF CONCR STD. STANDARD F.OF. FA OF FIN ISH LAM. LAMINATED) P.B PANIC BAR ADD. ADDENDUM SIC. STEEL D .E. DIAL L LA`JITORY ..BD. PARTICLE BOARD STOR. STORAGE ADJ. ADJACENT D.F. DRINKING FOUNTAIN FT. FU07iF/F L. H. LET HAND P-LAM PLASTIC LAMINATE STRUCT. STRUCTURAL ADJUST. ADJUSTABLE FUT UTRURD /FURRING 1 BY ORD /LONG N PLYWOOD SUSP. SUSPENDED A.F.F. ABOVE FINISH DIAM. DIAMETER L.L. ® BY LOU LAN AT PNL. PANEL FLOOR DIM. DIMENSION T.E. TENANT'S EXPENSE PR. PAIR T.B. TOWEL BAR DN. DOWN PIN. PARTITION T.C. TERRA 'COTTA ALT. ALTERNATE DR. DOOR GA GAUGE TEL TELEPHONE i A DWG. DRAWING G.B. GRAB BAR L L IGHT Q QUARRY TILE TEMP:: TEMPERED ' ARCH. RCH. APPROXIMATE ARCHITECT DWR. DRAWER G.C. GENERAL LVR. LOUVER T , TERRAZZO BD. BOARD CONTRACTOR MAX. MAXIMUM R.B. RESILIENT HK. THRESHOLD ENT BASE THRESH. RESHOLD BET. BETWEEN EDEN. GENERAL M.C. MEDICINE CABINET R ROOF DRAIN' TKBD: TACKBOARD ' BLDG. BUILDING E. EACH GL GLASS /GLAZING MECH. MECHANICAL R.T. RESILIENT TILE T.L. TWIST LOCK , B.. BLOCK EL. ELEVATION .W.B. GYPSUM WALL MEMB. MEMBRANE REF. REFERENCE T.V. TELEVISION. BLKG. BLOCKING ELEC. ELECTRICAL BOARD MET. METAL REEL REFLECTED TYP. TYPICAL BO, BOTTOM EL.. ELEVATOR GYP- GYPSUM MEZZ MEZZANINE B/S BUILDING STANDARD MFR MANUFACTURE(R) R GR REGISTER TOR E UNFIN UNFINISHED E00. . EQUAL ENCLOSE(URE} MIN. MINIMUM REINF. REINFORCING U.N.O. UNLESS NOTED EQUIP. GUIPMENT MISC. MISCELLANEOUS H.C. HOLLOW CORE REQ. REQUIRED OTHERWISE EST. ESTIMATE MID. MOUNTED CAR. CABINET HD. HEAD R EV. REVISION VCT VINYL COMP. TILE IXH. EXHAUST MULL MUWON R.H. RIGHT HAND CER. CERAMIC VET. VENEER HDCP. HANDICAPPED CHAMF. CHAMFER EXIST. EXISTING HDR. HEADER RM. ROOM V VERTICAL CIRC. CIRCLE EXP. EXPANSION HDWR. HARDWARE R.O. ROUGH OPENING VEST. VESTIBULE E XT. EXTERIOR H.M. HOLLOW METAL N. NORTH - CLG. CEILING N.F.S. NON FROST SUSCEPTIBLE VFY. VERIFY, O R. CLEAR NTR. COUNTER N.I.C. ANCE) HORIZ. HORIZONS NOT IN CONTRACT S.C. SOLID CORE S. SOUTH V.W.C. VINYL WALL ( F.E. FIRE EXTINGUISHER NO. NUMBER COVERING COL. COLUMN HR. HOUR NOM. NOMINAL S.C.D. SEAT COVER W. WEST /WIDE ABitJT FIT. HEIGHT NTS NOT TTH NTINUOUS EAL. SEALANT SECT. SECTION WSCT. WAINSCOT 7. ALL MILLWORK AND CASEWORK SPECIFIED ON THESE DRAWINGS SHALL BE FURNISHED AND INSTALLED BY THE MILLWORK CONTRACTOR UNLESS OTHERWISE NOTED. 2 MILLWORK CONTRACTOR SHALL BE RESPONSIBLE FOR FINISHING ALL MILLWORK AND CASEWORK IN HIS SHOP. DO NOT FIELD FINISH. REE (3) FINISH SAMPLES, 6 MINIMUM IN SIZE, OF EACH FINISH SPECIFIED, FOR TENANT'S 3. MILLWORK CONTRACTOR SHALL SUBMIT THREE E APPROVAL PRIOR TO FABRICATION. 4. MILLWORK CONTRACTOR SHALL SUBMIT 'SHOP DRAWINGS AND SPECIFICATIONS FOR TENANT'S AND ARCHITECT'S APPROVAL PRIOR TO FABRICATION. JPC ARCHITECTS RESERVES THE RIGHT TO REJECT ANY MILLWORK' ITEMS THAT HA. BEEN FABRICATED WITHOUT APPROVED SHOP DRAWINGS. DRAWINGS MUST BE CLEAR AND 'CONTAIN ALL DIMENSIONS, CONNECTIONS, ELEVATIONS, EXISTING SITE CONDITIONS, SECTIONS, ' SHOP HARDWARE, SEAM LOCATIONS, AND ALL OTHER PERRNANT DATA ! ' 5. ALL MATERIALS. AND WORKMANSHIP MUST '�BE EQUAL IN ALL RESPECTS TO THE STANDARDS SET FORTH IN THE ARCHITECTURAL WOODWORKING : QUALITY STANDARDS AND .ARCHITECTURAL WOODWORKING INSTITUTE(A.W.1.) MOST CURRENT EDITION PUBLISHED BY THE A.W.I. AND THE STANDARDS SET BY THE PROJECT TEAM ' I N PLYWOOD 6. PLYWOOD SHALL BEAR 'THE GRADE AND TRADEMARK 1DE.FICATION OF THE AMERICA' ASSOCIATION (A.PA). 7. PARTICLEBOARD: BACKING SHALL BE PERMftTEDINAREAS OF THE CASEWORK THAT ARE VISIBLE. 8. ALL VENEERS WITHIN PANEL FACES SHALL BE ONE PIECE S FLITCHES; HOWEVER, SHOULD. JOINTS BE REQUIRED, THEY SHALL BE END MATCHED AND /OR SUP MATCHED AS APPROVED BY JPC ARCHITECTS. SEAMS MUST BE PLACED IN EQUAL INCREMENTS AND CENTERED' ON ADJACENT ELEMENTS 9. SUBMIT SAMPLES TO THE ARCHITECT FOR APPROVAL TO SHOW GRAN VARIATION. RANGE PRIOR TO PROCEEDING. O. PROVIDE CUT -OUTS IN MILLWORK AS REQUIRED FOR ALL ELECTRICAL AND PLUMBING ITEMS. VERIFY ALL REQUIREMENTS PRIOR TO FABRICATION: 11. FIT' AND SECURE CABINET HARDWARE PER :ON REPAIR ANY AND ALL DAMAAS APPROVED BY TENANT. MARAL NSHINSTALLATION APPLICABLE LOCAL, STATE & NATIONAL MA TH LRESTO BE U.L. APPROVED. 13. GENERAL CONTRACTOR TO FURNISH ALL NECESSARY 18 GAGE METAL STRAPPING FORA COMPLETE AND INSTALLATION. FURNITURE PLAN Scale: 1/8 " -7' —O" OID FINISH PLAN Scale: 1/8 " =1' -0" O FLOOR PLAN Scale: i/8 ° =1' —O" BASE NOTE: USE STRAIGHT BASE IN CONTINUOUS ROLLS FOR ALL CARPETED AREAS.. USE COVE BASE FOR ALL HARD SURFACE AREAS. I31 MFG: ARMSTRONG COLOR: 61 GRAPHITE GRAY SIZE: 4" HIGH LOCATION: BASE THROUGHOUT U.N.O. CARPET GENERAL CARPET MFG: INTERFACE PATTERN: 19E1002500 COLOR: 169820 LOCATION: FLOORING THROUGHOUT U.N.O. ACCENT CARPET MFG: INTERFACE PATTERN: 1660402500 COLOR: 168617 GRAY LOCATION: AS NOTED ON PLAN MFG: INTERFACE PATTERN: 16244040 COLOR: 4514 AMETHYST LOCATION: ACCE CT NOTENT D ON ARPE PLAN AS VCT FLOORING MFG: ARMSTRONG STYLE: EXCELON (SOT) COLOR: 51950 MARBLE BEIGE SIZE: 12" x 12 LOCATION: AS NOTED ON FINISH PLAN MFG: 'ARMSTRONG STYLE: STAN EXCELON COLOR: 51 DESERT .BEIGE SIZE: 72" x 12' MFG: ARMSTRONG STYLE: STANDARD EXCELON COLOR: 51805 CAMEL BEIGE SIZE: 6" x 6 MFG: ARMSTRONG STYLE: STANDARD EXCELON COLOR: 51934 LAV. SHADOW SIZE: 6" x " FINISH MFG: ARMSTRONG STYLE: STANDARD EXCELON COLOR: 51910 CLASSIC BLACK SIZE: 6" x 6" LOCATION: AS NOTED ON FINISH PLAN 1 PL2 1 IEI I ■ 0't:, K I LN Ii II I®■■oii INMENEMI >i ■■Iil _ Is1a■ 1 1.111 BEM= anNINEw rkw,gaiiii Mk 1111111111MIMIEVAINEIVilll ! ■b ■E ■: ISM ■OIIIM■Iill111■■I® ®I ■�:■®■■■1:1 '$iii' �I� ®!® > _I ®■■ ■I:1■ELo MIME 9 ml 9X1 1 J e I I o V EI IYP -1 10 11 LEGEND PAINT Pi MER: BENJAMIN MOORE COLOR, 1534 FINISH: EGGSHELL 6 MFR: ICI COLOR: 946' FINISH: EGGSHELL CEILING PLAN Scale: 1/8 " =1' -0" PLASTIC LAMINATE MFG: NEVAMAR COLOR: 5 -6 -1T BLACK FINISH: TEXTURED LOCATION: WALL & BASE CABINETS FINISH KEY NOTES O j SEE 15/IA -9.1 FOR FLOOR PATTERN. EXISTING FINISH TO REMAIN r, a FINISH GENERAL NOTES 1. ALL INTERFACE CARPETS TO BE INSTALLED BY CERTIFIED INTERFACE CARPET INSTALLERS. CF SALES — 206- 447 -9732 RESOURCE WASHINGTON — 206 - 622 -5163 2- FLOORING IS TO BE C1 THROUGHOUT, U.N.O. 3_ WALLS ARE 70 BE PAINTED P7, U.N.O. 4_ WALL BASE IS RBI, U.N.O- PROVIDE IN COIL LENGTH TO MINIMIZE SEAMS_ 5. PREP & FLOAT THE EXISTING SUBFLOOR AS REQUIRED THROUGHOUT. LABOR IS TO BE ACCOMPLISHED AS PER FLOORING MFG. RECOMMENDATION TO ENSURE MFG. WARRANTY OF FLOORING MATERIAL PRIOR OR INSTALLATION. 6. NO PAINTING OR INTERIOR FINISHING IS TO BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE THE QUALITY OF APPEARANCE OF SUCH WORK. 7. PRIOR TO PAINTING, DRYWALL MUST BE CLEAN & DRY. NAIL HEADS MUST BE SET & SPACKLED. JOINTS MUST BE TAPED & COVERED M. JOINT COMPOUND. SPACKLED NAIL HEADS & TAPE JOINTS MUST BE SANDED SMOOTH & DUST REMOVED. CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTITIONS OR GYPSUM BOARD ARE TO BE FILLED WITH PATCHING PLASTER & SMOOTHED OFF TO MATCH ADJOINING SURFACES. 9. PROVIDE TENANT WITH BRUSH —OUTS OF EACH PAINT COLOR & FINISH FOR APPROVAL AT LEAST TWO WEEKS PRIOR TO SITE APPLICATION. ON —STTE APPLICATION IS REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. 10. EXISTING POWER /DATA SWITCH /OUTLET COVERS & ALL SURFACE HARDWARE TO BE REMOVED & STORED FOR REUSE PRIOR TO PAINTING, & REINSTALLED AFTER PAINTING. 11. NEW ELECTRICAL SWITCH & OUTLET COVER PLATES, SURFACE HARDWARE. ETC. ARE TO BE INSTALLED AFTER PAINNNG & ARE TO MATCH EXISTING. 12 CONTRACTOR IS RESPONSIBLE FOR ALLOWING FOR DELIVERY Sc LEAD TIMES FOR ALL FINISHED WITHIN THE CONSTRUCTION SCHEDULE DELIVERY TIMES MUST BE CONFIRMED. EXCESSIVE LEAD TIMES MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. : 13. SEEM FINISH PLAN, ELEVATIONS & DETAILS FOR CLARIFICATION OF 'EXTENT OF FINISH MATERIALS. 14. INTERSECTIONS OF FLOOR FINISH MATERIALS ARE TO BE LOCATED DIRECTLY.. UNDER CENTER OF, DOOR, WHERE OCCURS, U.N.O. 15 FOLLOW .MANUFACTURER PROVIDED 0E1..0 INSTALLATION GUIDELINES & USE MANUFACTURER RECOMMENDED ADHESIVE PRODUCTI &'TOOLS AS REQUIRED. PROVIDE TENANT WITH' MANUFACTURER RECOMMENDED CARE & MAINTENANCE INSTRUCTIONS: 10 EXISTING WALLS TO BE RE— PAINTED ARE TO RECEIVE (2) COATS OF PRIMER PRIOR TO PAINTING. 0 WALL TO BE REMOVED. O DOOR, FRAME, & HARDWARE TO BE RELOCATED. FLOOR GENERAL NOTES O 0 DEMO GENERAL NOTES WHERE EXISTING POWER /DATA /TELECOM OUTLETS ARE INDICATED FOR REMOVAL, ALL ASSOCIATED WIRE, CONDUIT, JUNCTION BOXES, & ACCESORIES SHALL ALSO BE REMOVED TO THEIR POINT OF CONNECTION AT NEAREST BREAKER PANEL. NOTE: VOICE & DATA WIRING WILL BE REMOVED BY TENANT CONTRACTOR. 2. WHERE NEW POWER /DATA/TELECOM OUTLETS ARE INDICATED ADJACENT TO THOSE IDENTIFIED FOR REMOVAL; CONTRACTOR SHALL REUSE EXISTING CONDUIT & JUNCTION BOXES WHERE POSSIBLE & CONSISTENT' WITH ''APPLICABLE CODES. DEMO KEY NOTES 1. CONTRACTOR SHALL MAINTAIN A CLEAR & UNOBSTRUCTED PATH TO EXITS AT ALL TIMES. 2. PROVIDE FIRE TREATED WOOD BLOCKING OR EQUIVALENT SHEET METAL AT ALL WALL MOUNTED MILLWORK & HARDWARE. 3. ALL NEW WALL CONSTRUCTION TO BE BUILDING STANDARD U.N.O. WALL CONSTRUCTION TO BOTTOM OF ACT GRID U.N.O. 4. ALL INSULATION' MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR BARRIERS OR BREATHE PAPERS INSTALLED WITHIN FLOOR—CEIUNG ASSEMBLIES. WALLS CRAWL SPACES, OR ATTICS, SHALL HAVE A FLAME — SPREAD RATING NOT TO EXCEED 25 & A SMOKE. DENSITY NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH U.B.C. STANDARD. 8:1. 5. DOORS ARE EXISTING U.N.O. FLOOR KEY NOTES O EXISTING PAINTED TELCO BOARD 4' Fl RE TREAT aLVY JOD. TOUCH UP TO MATCH N EW .ROOM PAINT. ' O PROVIDE 24/7 COOLING IN NOTED AREA. O PROVIDE WIRE MESH ABOVE EXISTING WALL. O EXISTING FIRE HOSE. (36 MIN. CLEARANCE) O EXISTING FIRE PIPING: O . NEW COPIER BY TENANT (USING EXISTING. POWER). O NEW PROXIMITY CARD READER. 0 $ PROVIDED & INSTALL MICROWAVE. PROVIDE '& INSTALL . REFRIGERATOR. PROVIDE COLD WATER UNE FOR ICE MAKER ® REFRIGERATOR. 11 PROVIDE & INSTALL DISPOSAL & INSTA —HOT TO EXISTING SINK. 12 PULL EXISTING WIRE AND PROVIDE BLANK COVER PLATE. 13 NEW CABINETS TO MATCH EXISTING. SEE. 19/IA -9.1 FOR ELEVATION. 14 RELOCATED FIRE EXTINGUISHER CABINET ® 54 A.F.F. . PROVIDE IDENTIFICATION SIGNAGE' AT EACH EXTINGUISHER LOCATION AS REQUIRED. 15 REMOVE EXISTING WIRE AND PULL NEW PER COMPAQ STANDARDS. SERVER/TELLCO CABINET. BY TENANT. 1 208V — 30 AMP DEDICATED OUTLET. 18 NEMA DEDICATED NEUTRAL FOR MISC. SYSTEMS. 19 NEMA DEDICATED NEUTRAL FOR PBX & VOICE MAIL U.P.S. 20 POWER. FOR SECURITY SYSTEM TRANSFORMER (ABOVE CEIUNG). 21 PULL WIRE. PATCH AND PAINT OPENING. 22 TENANT PROVIDED 23 CONVERT POWER TO FOURPLEX. 24 TENANT PROVIDED' WALL MAIL BOX UNIT. CONTRACTOR TO INSTALL & PAINT DARK GRAY (TENANT TOE PROVIDE SAMPLE TO MATCH) VERIFY FINAL LOCATION W /TENANT CEILING GENERAL NOTES 1. CONTRACTOR TO MODIFY EXISTING FIRE SPRINKLER SYSTEM AS NECESSARY TO ACCOMMODATE REVISED FLOOR PLAN. 2. FIRE SPRINKLER DRAWINGS TO BE SUBMITTED TO TENANT FOR RENEW & APPROVAL PRIOR 70 START OF WORK. 3. SUPPLEMENTAL SUPPORT WIRES FOR ELECTRICAL CONDUIT SHALL BE ATTACHED ONLY TO MAIN RUNNERS & LOCATED AT INTERSECTIONS WITH CROSSING GRID. 4. ALL ABOVE— CEIUNG CONDUIT SHALL BE INSTALLED DIRECTLY ABOVE & PARALLEL TO CEIUNG GRID MEMBERS UNLESS OTHERWISE NECESSARY FOR SAFETY OR CODE COMPLIANCE. 5. INSTALL SEISMIC BRACING PER DETAIL 14/IA -9.1 ACOUSTICAL CEIUNG GRID SYSTEM, TYP. CEILING KEY NOTES O PATCH /REPLACE DAMAGED CEILING TILES TO MATCH EXISTING. PROVIDE "BLOW —IN ACOUSTICAL INSULATION 0 WALLS. IF NCT EXISTING & A 2 " -0" PERIMETER AT CEILING BUILDING STANDARD 2x4 'FLUORESCENT LIGHTING VERIFY EACH SPECIFIC'. FIXTURE' FOR .SPECIAL REQUIREMENT DESIGNATION. D =. DEMOLISH (SALVAGE),: E = EXISTING (TO REMAIN); R = RELOCATED; N NEW (MATCH EXISTING STANDARD). REFER TO DESIGN BUILD DOCUMENTS FOR ADDITIONAL INFORMATION 0 ,. HATCHED AREAINDICATES' EXTENTS OF NEW 2x4 CEILING GRID' TOI.MATCH EXISTING. O WALL OR CEIUNG. MOUNTED ILLUMINATED EXIT UGM. REFERTO DESIGN -BUILD DOCUMENTS FOR ADDITIONAL INFORMATION: O SUSPEND NEW A ® -6" ABOVE OFFICE SPACE T0. MATCH EXISTI CO 0 7 RELOCATE EXISTING. FLUORESCENT FIXTURE O HIDDEN LINE INDICATES EXISTING STRUCTURAL BEAM ABOVE: JPC ARCHITECTS Orem 13201 Bd -Red Rd, Beene., WA 98005 Lei 42564T -9200, fax 42S-637 -8200 • eoMpAa CUSTOMER SERVICES OFFICE TUKWILA, WASHINGTON 1PC M R .6. � 11/13/01 0 t 100 -0454 Approvals ma a...�e.� 17/20/01 SPACE PLAN 12/21/01 75% PROGRESS SET 01/04/02 95% PROGRESS SET 01 /',5/02 100% COST- ISSUE D02 -017- 6283 i REGISTERED ARCHRECT C STATE '—• DEMO, FLOOR, FINISH, FURNITURE & CEILING PLAN inslomsolim IA-3.1 MA..1PC xanxes, PLLC cTRUCTURE 45 T"P. BRACE NON -LOAD BEARING PART. ® 8 O.C. (WHERE WALL RUNS UNSUPPORTED FOR MORE THAN 12' -0 ". LOCATE FIRST BRACE ® CTR. PT OF UNSUPPORTED WALL W/ SUBSEQUENT BRACING SPACED ® 8 O.C.) (FOR LOADED PARTITION SEE DETAIL 5/IA -9.1. 3/16 POWER ACT. FASTENERS. MIN. 10001b. PULLOUT (AT STEEL DECK FASTEN W/ (2) #10 SCREWS PROVIDE METAL EDGE, TAPED AND PAINTED WALL COLOR 2 1/2" METAL STUD RUNNER (20 GA.) W/ #10 SCREWS ®24" O.C.• PAINT EXT. FLAT BLACK 5/8" TYPE 'X' GWB EA. SIDE OF 2 1/2" MTL STUDS 2 1/2" x D2 CA. (MIN.) GALV. - - 'STL. STUDS ® 24" OC. TYP. 4' RUBBER BASE AT CARPET NP . 1" x 1/8" FOAM TAPE SOUND PARTITION :Z: INTERIOR PARTITION Scale: 3 1 -0' 13 COUNTER EDGE 14 CEILING SYSTEM SEISMIC BRACING Scale 3"=1 -0 Scale: NTS 12 -4 1/2" 1' -4 1/2 "t 2 S -0" MIN. 19 ELEVATION © COFFEE #127 Scale: 1 /2' =1 • -0" STRUCTURE r 1,. CONT. MTL RUNNER ,CONT. MR. RUNNER ' ANCHORED TO FLOOR � �t � ANCHORED TO FLOOR 1" x 1/8" FOAM TAPE SOUND PARTITION INTERIOR PARTITION ® W/ SECURITY MESH Scale: 3 ", -0" NEW UPPER CABINETS TO MATCH EX -- MICROWAVE MICROWAVE PROVIDED & INSTALLED BY G.C. GE PROFILE - BLACK MFR #JVM1860BD REFRIGERATOR PROVIDED & INSTALLED BY G.C. KENMORE (W /ICE MAKER) - BLACK MFR # 71989 NEW BACKSPLASH & COUNTERTOP -PL2 NEW LOWER CABINETS TO MATCH EXISTING - -- NEW RUBBER BASE PROVIDE SECURITY MESH FROM ACT TO STRUCTURE. - PROVIDE METAL EDGE, TAPED AND PAINTED WALL COLOR 2 1/2" METAL STUD RUNNER (20 GA.) W/ #10 SCREWS ® 24" O.C., PAINT EXT. FLAT BLACK 5/8" 1YPE •X• GWB EA. SIDE OF 2 1/2" MTL 511105 GALV TYP 4" RUBBER BASE AT CARPET TYP. PROVIDE ACOUSTICAL BATT INSULATION, TYP. 3 0 ° � CONTRACTOR TO PROVIDE ATTACHMENT OF BRACING WIRE AS NECESSARY FOR SUPPORT OF THE IMPOSED GRAVITY AND SEISMIC LOADS. 2. SEISMIC BRACING ® 12 -0" O.C. MIN. BOTH DIRECTIONS. 3. #12 GAGE SPLAY WIRE BRACING IN PLANE OF EACH RUNNER. VERTICAL ANGLE = 45 NOTE: EXISTING RESTROOM CALL -OUTS FOR INFORMATION ONLY GYPSUM BOARD - FLUORESCENT IJGHT VALENCE — BEIGE PIAM — ' COUNTER WITFt BLACK INSET ON FRONT — BEIG PLAN —� WALL COVFRING f -- -BEIGE SHEET //' VINYL FLOOR & Tx I FLE i, I I CONT. BASE WITH COLORED ACCENT `\' m1 CKS I � N 15 FLOOR PATTERN @ COFFEE #127 Scale: , /r =,• -Q" ELEVATION @ EXIST. ELEVATION © EXIST. 21 MEN'S RESTROOM 04 WOMEN'S '`RESTROOM Scale: 1 /2 " =, • -0" Scale: 1 /2 1' -0 COMPAa CUSTOMER SERVICES OFFICE x ra,lecc,. RS C1 -1 00_045- 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2. ALL DOOR HARDWARE SHALL BE LEVER STYLE HARDWARE CONFORMING TO BARRIER FREE DESIGN REQUIREMENTS. 3. CONTRACTOR SHALL CONFIRM EXISTING DOORS AND HARDWARE CONFORM TO BARRIER FREE AND EXITING REQUIREMENTS. CONTRACTOR SHALL CONFIRM EXISTING EXIT ENCLOSURE DOORS AND HARDWARE CONFORM TO UBC SECTION 1005.3.3.5. 5. ALL GLAZING SHALL CONFORM TO SAFETY GLAZING REQUIREMENTS OF UBC SECTION 2406. 6. ALL NEW DOOR HARDWARE TO MATCH BUILDING STANDARD. DOOR TYPE LEGEND A 3 -0" x B/S HEIGHT S.C. WOOD DOOR IN WOCD FRAME ® EXISTING TO REMAIN 1/4" TEMPERED GLASS, © 3' -0 x B/S HEIGHT S.C. WOOD DOOR IN WOOD. FRAME WITH VIEW PANEL GENERAL NOTES HARDWARE LEGEND Hardware Group a - LATCHING HW -a El /S LATCHSET 4 EA. BUTTS 1 FA. LATCHSET 1 EA FLOOR STOP OR WALL STOP 3 EA. SILENCERS Hardware Group b - LOCKING HW -b B/S LOCKSET 4 EA. BUTTS 1 EA LOCKSET 1 EA. WALL STOP OR FLOOR STOP 3 EA. SILENCERS Hardware Group c - LOCKING W/ CLOSER 4 EA. BUTTS 1 EA LOCKSET 1 EA. CLOSER 1 EA WALL STOP OR FLOOR STOP 3 EA. SILENCERS 1 EA. SET GASKET Hardware Group d -CARD ,P.EADER. 4 EA. BUFFS 1. Eil LOCKSET 1 EA 'CLOSER 1 EA WALL STOP OR FLOOR STOP 3 EA '. SILENCERS 1 EA.. ELECTRIC. STRIKE 1 EA CARD READER Hardware Group ;e — EXISTING D02 -017 JPG ARCHITECTS 13281 He412ed Rd, HeRewe, WA' 990¢5 tel 425 544 -92oQ Fax 425- 037 -H8]O 11/20/01 SPACE PLAN 12/21/01 757 PROGRESS SET 01/04/02 95 PROGRESS SE: 01;15/02 1007, CCNST. ISSUE 6283 8 TERED I V 7- 7 7 ARCHRECT CHA�4� -{ /iq� P SON / RIA�t I IN N� pEC . L CT'0`NKWILA PAR CFMTNK ELEVATIONS, DETAILS & SECTIONS A -9.1 ® 2001, .a Arritiests, 1111a File: D 02 -0175 35mm Drawing #1 Vehicle Maintenance Building i g Z Oa) EXISTING envelope areas _, Roof North Wall - - - -- - Roof length Roof width Gross Roof area (sf) Skylt length Skylt width Net Skylt roof area area (sf) (sf) New Wall length New Wall height Gross wall area (sf) Exist Wall length Exist Wall height Gross wall area (sf) Door width Door height Door area (sf) Glass width I Glass height Glass area (sf) Net NEW wall area (sf) Net Exist wall area (sf) Slab length Roof UA Skylight UA Wall UA Door UA Glass UA Slab "UA "_ 147.5 282 416031 17.32 299.98 � i 115 21 2405 __ 190 1058 282 East Wall 71 21 1495 - ---- 4 'f 439 115 South Wall • NEW Const. 1st Floor South Perimeter ' 0 0 0 0.00 0.00 0 13.00 12.00 156 0 156 NEW Const. 2nd Floor South Perimeter 0 0 0 21.25 9.00 191 0 0 0 0 0 0 ) 191 21.15 -4- South Perimeter ; 0 0 0 25.25 9.00 227 0 0 0 3 199 25.25 7 00 4.00 28 3 Stairs: I North Perimeter CMU S 16.66 8.00 133.28 5.25 8.20 43 90 16.66 Metal Siding 17.25 22.83 393.82 _ t T 3 East Perimeter f CMU Brushed Aluminum; 14.00 9.00 126.00 3.00 7.00 211 2.20 9.00 20 85 14.00 E , 13.25 22.83 302.50 5 20 ... 191 I • I I • • West Perimeter CMU -.- .. .. Brushed Aluminum { _ . T .. T ., t 14.00 13.25 3.25 4.00 13 -13 _ .__L 4 2.20 9.00 126.00 3.00 7.00 21 9.00 20 85 14.00 3.20 1.25 4 -4 22.83 302.50 t 5.50 20.20 111 191 L 3.25 4.00 13 -13 Mezzanine Totals 3078 75 3003 1384 419 42, 528 814 391 91 ._. ..2 ._. .... ._ ...... -J- .-----..2 222.._ .. Vehicle Maintenance Bld totals: -- - _ _....... - T -_.... .....__ ..._ - .- 4 - __.-.. 1 .. .� r _ .. ..._ _ -- - ... .2 ..._..... ___ __ -- - I ..._.... -. _ 2.2... _ .. _. _ _ 4 -- ----- 1 ] - i -.. -- -. -2.222 . _. -1 --I- 3078 75 3003' 1384 575 ; 42' 528 814 547 91 _ ... ...... � - -- -- - - - _ ....- .. -- - - - - _ � - ... -- I -- ....... _. ._ - - -- _ ._ __ 222....2 -- -- - -- _... .... -- --- - 2.2,22....._._ ._..... __ . -- - -- _ ! -_.._. _ ._.---- . . _ - _ - .... _ _ ._ . - -- ._ .. T-- r -- --- . .- L - - - - 22..2..2_ .. .. .. , • -‘XjDC ^T!!7'T'Te' gt Or (i�I�I�:�IIIIII�IIIIII����IIIII IIIIII III'VIII!�I�Ii I I � III: II I I hIII III i d i I� ��I���t I IIIII IIl IIIII a File: D 02 -0175 35mm Drawing #2 Landau Associates STAFF & VISITOR PARKING 100 200 Scale in Feet PROPOSED REMODEL AREA Vehicle Maintenance Base PROPOSED BUILDING ADDITION Operations Base Unit Reapir Building • ✓+ I:L 5 EAST MARGINAL WAY SOUTH South Operating Base Remodel Tukwila, Washington Adapted from: Merritt + Pardini Site Plan Figure Landau PROPOSED REMODEL AREA Vehicle Maintenance Base PROPOSED BUILDING ADDITION Operations Base Unit Reapir Building EAST MARGINAL WAY SOUTH South Operating Base Remodel Tukwila, Washington Adapted from: Merritt + Pardini Site Plan Figure 2 File: D 02 -Q175 35mm Drawing #3 - Boring • - Tes tPit B-21 EMPLOYEE PARKING ARE A • TP -1 PROPERTY LINE C� SR 599 Seismic Line 1 C EAST MARGINAL WAY S. PROPOSED OPERAT IONS BUILDING PROPOSED UNIT REPAIR S BUILDING I c Line 3 • B-11 TP -26 RUS TO AGE AREA PROPOSED • WASHER - FUELING B-10 • BUILDING SITE PWN SOUTH OPERATING BASE File: D 02 -0175 35mm Drawing #4 RAM Model( T 7 .0 - Floor Plan: 2nd DataBase:'" 4tOps 07/19/01 16:19:43 W10x39 W10x39 W10x39 W 10x39 W10x39 W10 39 Q . W10x15 W10x15 x 0 W10x15 W10x15 W10x15 L Wl_Ox.1.5 X rn W10x15 0 0 W10x15 x W12x50 rn W10x19 c W10x19 W18x60 H W10x15 H W10x19 0) VV10x19 0 W10x15 1 W10x15 W10x15 W10x15 W12x26 . -1- _ , W12x26 O W10x15 N W_1 0x1.5 W12x50 N W10x15 W10x15 W10x19 W10x15 N W10x15 J W10x15 N W10x15 c W10x22 W10x15 W10x15 W10x15 —r W1 W10x15 Y W12x26 • N W10x15 J File: D 02 -0175 J 35mm Drawing #5 -7 drawing ELEVATION LINE I ELEVATION LINE D ELEVATION LINE G.7 REVISION (EX1 W1 T /STEEL y -` "1_ 12x1$ 2x1 1 T STEEL (CONFIRM W /ARCH) ELEVATION LINE J ' . Q6+ ■+ X 0 " 1 SIM. OH (EX) W10x21 , 1 1 6EX) W10x3 ) (EX) W10 VAT BLDG KEY PLAN T /STEEL 24.29' T /STEEL 11.54' T CONC 0.00 ' T /PIER - 0.67' 1/8 " =1' -0' T /STEEL 11.54' T CONC 0.00 T /PIER ELEVATION LINE A.8 (EX) W10 (EX) W10 2' -9' 2' -2' ELEVATION LINE G ()FEIGNED: CHECKED: I RECONYENDED: I 3' -0 DRAWN: PROJECT MANAGER: APPROVED: IBIS NO: .ow:u. r: • CONTRACT NO: 0230060 T /STEEL 11.54' T CONC 0.00 T /PIER ONE INCH AT FULL SIZE I' T /STEEL 24.29' T /STEEL 4 11.54' 0..rJ T FIN$kR 0.00 T /PIER -0.67' 1/6' =1' -0' DETAIL 1/6 " =I' -0" IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: King County Department of Transportation 2 TTAA c i o e (p M a G k C..''ti.., {- ) ST1lr\-J L METRO TRANSIT DIVISION EAST BASE OPERATIONS BUILDING REMODEL BRACED FRAME ELEVATIONS T /STEEL No ELEVATION LINE 1 • B ELEVATION LINE 4 ELEVATION LINE 6 REVISION TYP 0 BY APP'D 5 -0" 5E3.5 DATE (c) SE3.5 (E)() W10 f i (Ex) 12(1 MC8 DH (INN.' SE3.5 ( Ex ) . W10 I SE3.3 15' -0" SE3.3 W10x21 t I Callxitrp EfOrrra a, Tfr6 Atoms Su 900 SMALL WMfagto7 98C: (2 03) 612 Far 0161 wrac 0 D H -% H n OH SE3.5 (Ex) W1 (EX) MC8 I 'a L f SE3.5 E X) W12x45 �J I (EX) W10 a Q i ce, SZ OH '2 SE3.5 I I: I I I'I II I ' 0 Inch 1/16 .1 ... . q_� .. ., VIA MIX KEY PLAN ir OPS .lma T /STEEL 24.29' T /STEEL 11.54' T /FIN FIR • 0.00' T PIER -0.67 1/8' =1' -0" MOSS Io /LO /az I . 3 Ayr :rrei T r r . yy 'I" I'I T /STEEL 24.29' T /STEEL 11.54' Lo t.: IL 0,00 "T /PIER -0.67' - U. d CHECKED: DESIGNED: RECOMMENDED: (EX) W91!!+ W H I ELEVATION LINE 7 r APPROVED: 15' -0' SE3.6 OH (EX) W10* PROJECT MANAGER: IBIS NO; • %KM MUM: • CONTRACT NO: C23006C L L L l 0 111111111 1111111 1111111 111 iiiiili1. 11hiiiIiIilhiiiIiiiiIIIIIIIIIih11111111111111111111iiilii111111iliiii�iiiil���i��i��I1111 1/8"=V-0" 1 /8' =1 -0' • 1-7 AS NO1ED ONE INCH AT FULL SIZE I' IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION ND: T /STEEL King County Department of Transportation 0 X ELEVATION LINE 3.9 I2' -4 1/2" 12' -41/2' 0 METRO TRANSIT DMSION EAST BASE OPERATIONS BUILDING REMODEL 0 BRACED FRAME ELEVATIONS i STEEL__ � 24.29'� T FIN FIR 0.00 T PIER -0.67 1/8' =1' -0' - 7WI0' T /STEEL 11.54' DATE: 0223.02 90% OWNER REVIEW SET DRAWWO NO: $E32 . SHEET NO; File: D 02 -0175 35mm Drawing #8 -9 Height Span Length Brace Member ID Type Member Tube (7 - 9) Brace Member ID Type Member r r Fy Height Span Length D File: D 02 -0175 35mm Drawing ) � + �� A its:turf Urban Design Interior Manning 0 g 1000 Lenora St 223 Seattle, WA 06) 498121 (2 (206) 622-9462 far DESIGNED: PROJECT MANAGER SCALE: 1112' =1' -0' K ing C County Department of Transportation METRO TRANSIT DIVISION EAST BASE OPERATIONS BUILDING REMODEL CANOPY &RAILING DETAILS aTE 1206.01 DRAWN: APPROVED: ONE INCH AT FULL SIZE '' 90 % QUALITY CONTROL SET •+ CHECKED: IBIS NO: . nrau T: • I IF NOT ONE INCH, SCALE ACCORDINGLY DRAWING ND AE8.4 Na..., % _ REVISION BY APP'D DATE RECOIAMENOED - CONTRM.T NO: SfIE LOCATION H0 SHEET MO: OF D om _ • 0 1 1 .0. DETAIL SCALE 1112' =1=0' TS 5x_ GALV —, GLAZING CONNECTION TO TS SCALE: 1112' =1' -0" (E) CONC WALL ef7* FLANGES OF C6x_ CUT BACK 4" CLR OF 3" GALV STL DS WALL CONNECTION @ GUTTER & DOWNSPOUT SCALE: 11/2' =1'-0' vV f 4 ,_t I gm L A T (E) CONC WALL • .ii, i • • • • .4 • •M • • . •I • . S 4 FLANGES OF C6x_ 1 1/2" CLR OF STL MOUNTING PL CANOPY @ EDGE AND WALL SCALE: 11/2 1'-0* DETAIL SCALE: 1112" =1' -0' 1/2" MORTAR & 3/8" GALV 511. PL 5/B'0 SSTL EXPANSION BOLT W/1 1/2"0 SSTL WASHERS BOTH SIDES & MATCHING NUT, TYP 4'x4" TL GUTTER GALV S J TRANSLUCENT LAMINATED GLAZING SUP LOCK WELDED TO TS FOR ATTACHMENT OF ALUM GLAZING SUPPORT ALUM GLAZING SUPPORT to C6x_ GALV 511.. I---- UNE OF GLAZING ABOVE C6x_ GALV STL AE8.4 `TS c .� 1), 6 AE8.4 1/2' MORTAR & ) I---I— UNE OF GUTTER 3/8' GALV STL PL __ UNE 578'0 SSTL EXPANSION GLA .• I— NG GLAZING DOLT W/1 1/2 1 0 SSTL I I WASFIIRS BOTH SIDES" R & MATCRINt N T, TIP 5/8 "0 SSTL BOLT W/1 1/2'0 5511. WASHERS BOTH SIDES & MATCHING NUT, TYP ..TS 5x i BIEEOW GLAZING TRANSLUCENT LAMINATED GLAZING SCALE l �) 0 Inch 1/16 4x4 GALV " 511. GUTTER WELDED TOTS GUTTER & LIGHTING CONNECTION SCALE: 1112' =1' -0" • . ma • , , • : .. •• 4 5x_ ,GALV..- • 4 S ., • .� SCALE: 1112' = 1'-0' SECTION 11/2 1 C6x_ GALV STL WALL CONNECTION @ GUTTER SUP LOCK WELDED TO TS FOR ATTACHMENT OF ALUM GLAZING SUPPORT TRANSLUCENT LAMINATED GLAZING ALUM —+ -- GLAZING SUPPORT 'CANOPY EDGE & CORNER ----TRANSLUCENT LAMINATED GLAZING & ALUM SUPPORT SYSTEM BEYOND 'GALV CONDUIT, REF ELEC BELL BOX, REF ELEC LIGHT FIXTURE, REF ELEC $■ aw - -d ik 5/8'0 SSTL EXPANSION BOLT W/1 1/2 "0 SSTL WASHERS 8x8x3/8" GALV .STL 3 GALV STL OS 1/2 THICK MORTAR Tr.; 5 4'x4' GALVI STL. GUTTE C8x_ GALV 511. CUT TO TAPER a 1/ 2" TYP 10 AE8.4 TS! 5x_ _BELOW GLAZING., C6x_ GALV 511. 1 DETAIL SCALE: 1VT= 1 I'I'I'I'I'I . 3 I • S I I I 4 C6x_ GALV STL TOP OF CANOPY POST AE8.4 / SCALE: 11/2' = 1' -0' ti rr 1' CLR I I =1 l l I I _ I1 1� 1! I ��I II I —I I I I I I I I 1 1I BASE OF CANOPY POST SCALE: 1112' =1'-0' DETAIL SCALE: 1112' =1' -0' 1 /2" CLR ?II V t t i, l . l I. L l I I �IIIIII II III IIIII _ IILIIII�III III IIIII I IIII . IIII _ IIII�IIII�IIII�IIIIIIIII�II IIIIIIIIIII II III 0 1/2' EXTENSION BEYOND NUT, TYP C8x_ GALV STL CUT TO TAPER 5/8 "0 SSTL BOLT W/1 1/2"0 SSTL WASHERS BOTH SIDES & MATCHING NUT, TYP ■ 5/8 "0 SSTL BOLT W/1 1/2'0 SSTL WASHERS BON SIDES & MATCHING NUT, TYP _4" ABOVE�J_ (E)CONC SLAB ELEVATION L• < , .•r r I -� 'g�nn 0v C GLAZING SYSTEM BEYOND 5/8 "0 SSTL BOLT W/1 1/2 "0 SSTL WASHERS BOTH SIDES & MATCHIN NUT, Tr L. GALV STL '1 SCALE: 114' = 1' -0' 13 CANOPY SECTION 15 . .4 • r CANOPY PLAN SCALE 1/4'. �1 DETAIL �AEa4 / SCALE 1112" =1' -0" AE8.4 It I I I I 4" CLR FROM CURTAINWALL GLAZING SYSTEM (71 AE8.4 TRANSLUCENT LAMINATED GLAZING & ALUM SUPPORT SYSTEM AE8.7 20 AE8.7 i