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Permit D2000-403 - MINOLTA - WALLS, CEILING AND LIGHTING
MINOLTA 12674 GATEWAY DR D2000 -403 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Signature: DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 271600 -0020 12674 GATEWAY DR AOFF DEVPERM M1 001 North: TUKWILA .0 South: Sewer: Slopes: Contractor License No: PRECIBI151C2 OCCUPANT MINOLTA 12674 GATEWAY DR, TUKWILA WA 98168 OWNER KAISER GATEWAY ASSOC .0 /O BEDFORD PROPERTIES, 12870 INTERURBAN AVE CONTACT ALAN BLYSMA 12720 GATEWAY DR #116, SEATTLE WA 98168 CONTRACTOR PRECISION BUILDERS INC PO BOX 98609, DES MOINES WA 981980609 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: TENANT IMPROVEMENT REMOVE EXISTING NON- BEARING STUD WALLS AND PORTION OF A BEAERING STUD WALL. INSTALL NEW NON- BEARING WALLS, STRUCTURAL BEAM, SUSPENDED ACOUSTICAL CEILING AND LIGHTING. ._ ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** _. Construction Valuation: $ 200,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N ... No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering:. N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ;..._. DEVELOPMENT PERMIT FEES: $ . . 2,568.19 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Center Authorized Signature: I. hereby certify that I have read and examined t s 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development it. Print Name: .0 . SEPTIC N ar \h,. Try This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: Phone: (206) 431 -3670 D2000 -403 ISSUED 01/18/2001 07/17/2001 OFFICE 1997 SPRINKLERS .0 S, SEATTLE WA 98168 Phone: 206-433-8997 Phone: 206 878 -2948 2 71C/V --- Date: \.' k 8 - O Date: � "! W - 0) if the work is not commenced within if the work is suspended or abandoned inspection. z 1— Ix 00 00 CU = '. J ui 0 Q ! D. a � z � 0 ' z1- w ul U 0 0 S o 111 u - 0 lil U 00 H z Address: 12674 GATEWAY DR Suite: CITY OF TUKWILA Tenant: Status: ISSUED Type :DEVPERM Applied: 12/19/2000 Parcel #: 271600 -0020 Issued: 01/18/2001 * ** *•k * * * * * * * * * ** * * k** k********************* k * * * * * * * * * * * ** **** * ** * * ** * *•k ** Permit Conditions: 1. No changes will be made to the plans unless approved Engineer and the Tukwila Bu.i ldinq Division. Any new ceiling grid and light "fixture instal lation is required to meet ,1:ateral bracing r.equireirents' for Seismic Zone 3. • Partition wal is 'attached to ~ceiling grid must braced if over eight (8) feet In length. • Any exposed insulatf,ons 'backing-material shall have Spread Rating, >of 25 or less* and material sh'all bear ` 'fication showing the .fi e performance rating thereof. All cons : :truction to:ybe donein 'conformance with approve plans' end .requirements;, ofsthe Uniform Building'`. Code ,(.199 Edition) .Wamended, :Uniform Mechanical Code (1997 Edition and Wash { i n'gton' .State Energy ,Code (1997 Edition). P1umb'� ng" per.mi s sha,l l.,be obtained - ':through the Seattle- County D epartrnent of Public ; Hea l th Plumbing will b inspected by ;that agency, including all`gas piping (296,- :4722) . Vaf1'i permit. r The issuance of` a ,permit or approval o plans, specifications, and computations::shall° not be con strued•to,: be •a permit , � foror ap`proval.• of, any violation f of the' prow <isions ,o f the;; bui'l or of° any other ordinanc of, th'e "ju ri s i ct ii�rt" ': N r,, perm t °f e" give authority;: to violate or cancel. the provisions of, this codeshal l�. valid. • . - Electrical, permits, shall be obtained through the . State Division of,Labor and Industries "\and all electrical''a work wiljl be inspected by that'agercy,(248-- 6630). There shall be no occupancy of the building(S) until the final inspectionchas been completed by the Tukwila Building Inspector 10. All mechanical, work shall be under separate permit issued the City of Tukwila. All permits, inspection records,' and approved plans shall available at the l'ob ;;si to prior to the start of " any con- struction. These documents "are.to.•.be ma.i ntain ed and avail - able until final inspection approval.; is granted. 12. ** *FIRE DEPARTMENT CONDITIONS*** 13. The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) lame: enti- Permit No: D2000 -403 s , cew .00 (0 0 w =i NIL. w0 , g J w . z F : w 2 D i v o. , tn 0 H ww U ui U CO; 51 -: O z 15. Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 16. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit, (NFPA 10, 106.3) (UFC Standard 10-1) 17. Clear access to fire extinguishers .is required at all times. They may not be hidden :or obstructed,. (NFPA 10, 1 18. Fire extinguishers. requir m onthly:.and yearly inspections. They must have,; a`tagr or label •securely attached that indicates the >month end year' that the inspection Was performed <. and shall identify;. the company or person performing 'the service., -. (NFPA 10, 43, 4 -4 and 4 43 Every six/years,-dry .:chemical and halon type fire shall . be emptied'and „subjected`` to the applicable recharge procedures. (NFPA 10, 4-4,1) required ,monthly =`and yearly = ,inspections of the fire . extinguisher,(s); are not accomplished or the inspection to is •not complete, a reputableffire extinguisher service company '4131 be required to; conduct these required surveys. (NFPA 10, 4 -3, 4 -'4) 19. ;Mai nta i n fire extinguisher coverage 'throughout. 20. `No'; p o i nt i an. iinspri nk.l er bu i l d i ng may-be more than 200 feed from:anjexit., measuredralong• th _path'of travel. (UBC 1004'.2:5';2.1), No o`point in a ^ sprlinklered buil may b'e • more than 25 feet' from an exit, measured along the path of travel 1004`22 5.2 2) , 22. Exit, °doors shall swing in the direction of exit travel when serving any ,hazardous area or when:' serving an occupant : loa of 50 'or inore. (,UBC 1003.3.1.5') 23. 'Exit `'doors shall be openab l e from the i ns?i de? wi thout the use of a `;key or anyspecial knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. ,,All . locking dev=i'ces;shall be of an approved type. (UFC 1207.3) D ead bolts are. n:ot allowed on auxiliary exit doors un less . the dead bolt' is s• ;automatically ca retracted when ,.the ,'door handle is engaged •1•from,insde the tenant space. - (UFC 1207.3) 25. When two or more exits' from a story' are required, e x i t signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 26. When two or more exits from a story are required and when two or more exits from a room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) 27. Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 28. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floc , level. Fixtures require44or exit illumination shall e. supplied from separate s :roes of power for Group I, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) 29. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) . All exit signs shall be Illuminated at all times. To ensure continued illumination -for a:'duration of not less than .'1 1/2 hours in case of primary power loss, the exit signs shall also be'connectedto an emergency electrical system providedrfrom storage batteries, unit equipment or an on site, generator , set, and' the system shall he instal led in accordance with the' electrical code.: (UBC '1003. 2::8.5) Maintian,` s prinkler ` per `N.F.P.A;; 13. Addition /reiocetion of' 'wal ls', ,closets or partitions may,- require, relocating and/or adding sprinkler heads. protection s extended to all area where required, ., incl udi ng all enclosed °areas, below obstruct ions andj, under, .overhangs greater than_ ; four feet wide. (NFPA- 13n4=$.5.3:4) ' . • All ew`'spa inkier : systems and all modifications to ex.:istin spn,ink l er systems,=sha 1 1 have fire department review= and approval of drawings priorto ihsta or mod New sprinkler's all modifications to sprinkler systems involving 'more,than shall' have the ,approval of the W .5 R B ,' Factory Mutual, , Industrial Risk Insurers, Kemper ot_; an f /ot her representative ; designated and /or recorgnized by` "the Cityaof Tukwila, prior to submitttelr the Tukwila Fire Prevention Bureau. No sprinkler work 'shall commence without approved drawings. ) All'sprinkler system plans, calculations 'and <.the contractors Materials and Test Certificates submitted to the 'Tukwila Fire Trevention Bureau must be ,stamped with the appropriate level;, of competency seal. (.WAC 212 -80) . Maintain automatic fire detector, coverage per N.!_ P A: 7 2. Addition/relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 36. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator ;'shafts, top .. of stairwel ls, etc. (NFPA All new fire alarm systems or modifications to existing . systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 3L. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 39. An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working e:2 6 D 0 0 ' N o; W E ul 0' LL a' _ (J. I- I` Z 2 j U � ` 0 —; o H ww .. Z. rn U Z O z space shall be provided directly in front of the panel. (NEC 110-16(a) , NEC 110-16(c)) 40. Each circuit breaker shall be legibly marked to indicate It's purpose. (NEC 110-22) 41. Required f ire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, f ire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, .removed or improperly instal led. (UFC 1111.1) 42. The maximum flame spread class of finish materials used on interior walls and cei 1 ings shall not exceed that set forth In Table No. 8-B of the Uniform Code. (UBC 804.1) 43. Your street address must be conspicuously posted on the .building and shafl be plainly visible and legible from the 'street. Numberi:Shal 1 contrast with their background. ( UFC 901.4 . 44. In order tor, de you with the fastest:poi ice and fire protection:. under emergency conditions, please post your suite, room or apartment number in a COnspicuous place;:near the ma in'''entry door. '(UFC 901.4 .4) 45. .Fire Department lock' boxes shall he provided for to 11 fire alarm panels and 'sprinkler risers. the • ' • appropriate key(s) forccess shall be placed in the 'locklidx.,I.ockbtix order forms must be , obtained from the Tukwlla: Fire Department. (City Ordinance #1900) . . Con Tukwila Fire 'Prevention Bureau to witness. all required inspection- 10.503) (City Ordinance 41900. an .41901 7, This. review l'imited;,,t6.,speculatiVe tenant space only special „permits pay on detailed description of intended use.' 48. Any overlooked hazardous condition ' and/or violation of the adopted, Fire or Building Codes does not imply approval of such4'.c.'ondition or violation. ' 49. The Plans ivereAreviewed by Inspector 510. , ,If, you have any questions, please call the Tukwila Fire Prevention Bureau; at (206)575-4407. Print Name: I hereby certify tiat, I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work w i l l z,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 work or .local laws regulating construction, or the performance of work. •••,, • • •, z Z —r 0 0 0 co o c0 Liii —I F— (0 u_ ui 0 g u. I w 0 z UJ ui 2 D D (0 , 0 —, CI I— II/ i u X 1— F.: 9 - - 0 .z Li co 0/ z Project Namerfenant: /` jn0 Value of Construction: 1 ()On Site Address: City State /Zip: l2 0a or( �"iz fir 0. 91()) ) Tax Parcel Number: ' 0.7/6e..).6) -a J0.230 t, Property O ner: elf) K . . 1 1 61-11 ! % e:t 0, O. Phone c.AOb -, 4/ - / /0.8 Street Address: City State /Zip: /z,), 6 a. etc.,AL hri v?. #)O5 tWLe /4 0- q;16S Fax #: �o(P - M -i - ,. I q i Contractor: Phone; Street Address: City State /Zip: Fax #: Architect: N lilt , • 06 V1 d-• ei1Lf •4- r�11;ic,1 Phone: c9,0 G?- 33 -s2gg7 Street Address State /Zip: / 7 6ialetL) y . r/ / 4 - i1 tc ,6railk ct Soot Fax #: 4d' .1c -co- ,;24-(.0-A Phone: d10(D - .3.P4 - 6 Engineer: i\ (Meet I (Meet � ti(d!ox) Ab:JX /Ccltb Street Address: City Sta /Zip: /005 / 6 /k 6Urk 19 sly (z Ci (.4 . ,g 0a- Fax #: .1)n0 - .,3 4-- 60 Contact Person: "Ltd 6 u Phone: { O O - ) 3?� - �'�3ot7 Street Address:, ^^ yA0 ^^ / •,/ / City State /Zip: Fax #: c�`� / - t t't.iettJey .I Jrl v-e_o - 1 I i, 4n e , t ()A 98 4:DiU &2 - ,44-64 g3(r9 Description of work to be done: I n4-trl -Fen ant improvernentA remove. eXfbflr) non -b.t u-inCi stuck tazti ckncL por`I-lo'n o4 a bear►ncj 5-44c1 waJ. -L i"66 -1- Lt n eau non - beit.r,n9 w ,L(5 5 •beam, 5u6p aCou,h2eLL- Cet.fu ii- 11 yh-tin � Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family CI Church El Manufacturing El Motel/Hotel ❑ School /College /University El Other Warehouse ❑Hospital Office ��{{ Proposed use: El Retail El Restaurant El Multi-family ,IC/.Warehouse ❑Hospital El Church El Manufacturing ❑ Motel /Hotel .Office El School /College /University ❑ Other Will there be a change of use? ❑ yes 91 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 5. no Existing fire protection features: sprinklers El automatic fire alarm El none CI other (specify) Building Square Feet: ! 0 QOU 5. E existing Area of Construction: (sq. ft.) f.3 741 F Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ,,I�� Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUI_ .VILA 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 mail or facsimile. APPLICANTS REQUEST FOR PUBLIC.WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWIN ,.(Additional reviews rriay:be deterr by the Publlc.WorksDepartment)> El Channelization /Striping El Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Sanitary Side Sewer #: El Sewer Main Extension El Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct El Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: El Miscellaneous CTPERMIT.DOC 1/29/97 El Flood Control Zone El Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal 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 fee 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. Date application accepted: Date application expires: In -l9 - ©l Application al5en by: (initials) PLEASE SIGN BACK OF APPLICATION FORM 20 Z IW tY 2 UQ J I— � LL W LLQ d � Z = w U • 0 O N 0 I— W 2 t- - UO W Z — I O ~ Z ALL COMMERCIAL/MULTI- W ILY TENAN 'ROVEMENT /A RATION PERMIT APPLICATIONS MDifT BE SUBMITT I WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • 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 ❑ ❑ 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) sets of working drawings (five(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). ❑ 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. ❑ El Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ 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. ❑ ❑ 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 contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/ engineer, -contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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 WASHI AND 1 AM AUTHORIZED TO APPLY FOR THI CTPERMIT. DOC 1/29/97 401. �yfia4 a. z ~ • w 5 O 0 w= F- � w w 0 Li.Q • ° w z = zH w w n O N O F w u- w z - • I o t- O z S PERMS � . BUILDING OWNER OR AUTHORIZED AGENT: Signature: OaNi t Date: 1� / q /a0 Print name: A Lai, I Phone Address ii_e City /State /Zip ALL COMMERCIAL/MULTI- W ILY TENAN 'ROVEMENT /A RATION PERMIT APPLICATIONS MDifT BE SUBMITT I WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • 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 ❑ ❑ 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) sets of working drawings (five(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). ❑ 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. ❑ El Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ 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. ❑ ❑ 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 contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/ engineer, -contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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 WASHI AND 1 AM AUTHORIZED TO APPLY FOR THI CTPERMIT. DOC 1/29/97 401. �yfia4 a. z ~ • w 5 O 0 w= F- � w w 0 Li.Q • ° w z = zH w w n O N O F w u- w z - • I o t- O z *: } ** * * * * ** * * * * * * *01 * ** ********** * * * * * * * * * ** * * * * * * * * * * * * * * * *** ii CITY OF TUKWILA.. WA V TRAHSNI1 s•k.h* *!k* i* *fir *•k * **e** *fir ** * * * �F** * bolt ** * *•k **** *fir * * *** *fir * * * *k*** ** . TRANSMIT Number 8.01.00076. Amoutnt:. 1.553.25 01/18/01. 14:49 Payment Method: CHECK Notation: DAVID KEHLE lnit_ TLB , Permit' No: '02000-403 Type: DEV'PERM DEVELOPMEN1 PER34CT • Parcel' No: 271600-0020 8 i to 'Addr ess 12674 GATEWAY DR Total Fees: 2.568.19 his P avment 1..555.,25 Total ALL Pmts: 2.568.19 Balance: 00 * *,* * * * * k** ** ** ** * *,1 * ** * * * *, * ** * * * *k * * * ** * *fi * * * *A * * * * * * ** * * * * ** Account Code Descr,i pt i on Amount. 000/322.100 BUILDING - NONRES 1.553.75 . '0.00/386. `,STATE BUILDING SURCHARGE 4.50 3F? • 11654 01/19 9710 ' TOTAL 1558.25 J. iania :Sl4 7...71�N;mi�N:';'rrir r,: a § ! t ^•.r 1 t ,T.FP i� !t4 r" 1 1 , y + r rA .r •, . _ {a f �• � .1 „�'{'r�..• a � , 'Y`..'r'�! `�.. �. . , �j 'it�$� 4 ^i � ' � .��•� `� ( %Cdau6:vi )•.::lip+ it ... ^_rw.... ,1 I.,.....t.. . kJ..'tiv •• ^�if:.i ***.*** ** * * * * * * * * * * * * * * * *** * *•k *** * *h* * * ** ** ** * * *h * * * * * ** *fir * * ** CITY OF ; , —TUKWILA. 'WA D ; TRANSMJ:1 * *: kit:** * ******** ** * *•h** A *.F* *** * ***, * * *********•h*** *•r* ** ** ***. TRANSMIT Number:. R9E00409 Amount: 1.003.94 12/19/00 1 havment .Method: CHECK' Notation: DAVID 1tEHLE'ARCH initi HLH PerMit No: D2000-403 Type: DEVPERM DEVELOPMENT (PERMIT Rer'cel . No.: 271800- 00.20 Sjto Address: 12674•GATEWAY DR Total 'Fees : .5689 This' z.vtent `'1.009.94 Total ALL Pmts: 1.009.94 Balance: 1.3:78.25 ** * * * * *: * * * *.* * * * * * * * * ** * * * * * * e**** ** *•k * ** * * * * *•* * * * * * * * *•k * * * Account Code Description Amount 000/345:13 . PLAN CHECK - NONRES 1.009.94 .' i3349 12/20 9710 TOTAL 1009 r' 9�5G��/i`tLCl+C;74Ns .nparl!t�?R"�F 4Xh"`KLri'9>'�"' �Fj�/!!y{Y +T^r' S. c � r f' 4, *** ` ************ . ******* ' *** ' ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * .` . CITY; OF TUKWIt A- WA.'" :' 7 1—(0 TRANSMIT * * * * ** * * * * * * * * * * * * * * * * * * * ** * �F * * ** * * * * * * * *,, * * * ** * * * * * * * * * ** TRANSMIT Number: R0100244 Amount: 47 ".00 02/22/01 13 :40 Payment Method : 'CHECK. Notation: PRECISION in it: JTD Permit No: D2000-403 Type: DEYPERM DEVELOPMENT PERMIT Parcel ; No: 271600 -00.20 ite:Address: 12674 GATEWAY DR Total Fees: 2.615.19 his Payment . 47.00 Total ALL Pmts: 2.615.19 Ba1'once: ,00 ' ******' k*******************'********* * * * * *** * *** * *** *** * * *** * *A *A* ifccount;' Code Description Amount 0O0 /34.i'.83O PLAN CHECK - NONRES 47.00 ;y H 2924 02/23 171.0 TATN. 47.00 n7 � { i t . + i • _.si;.. %.44t1 I. .v s+..r > =.. , ,..eats.. .,a rw;fn. .n..r;.:K;, Project: Ty of Inspec /7 ral Address: I.? �(' 4 G -wa. Date al led: J Special instructions: Date ant d: 3/6...D) 4101 r p.m. Re uu C� lVtS Phone: Wi ve• -- S 96 —153 Approved per, applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 , ' 22� - X03 Corrections required prior to approval. COMMENTS: - 1 t�1h,I a pp 00° CA itTh Inspecto Date:2 1 1 - 1 4 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: "�r �. -IJn Y ' r+ ? -. Ya Py� - J'-i K . ,.,� � <4^ 5io�'s,s.Y`.SSL' .". alut'3�'?X "L . - 4t d, 2 t - .. 'sa. t tn�t t�" .u:.:: ', . �'`�' 1;3. a .. �'!i . :YCt a11.1. 1 li ire= we:3�'tnrv,4 .4.1V13':1th , i ».,irtw,.ddtwah? . INSPECTION RECOic Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I PERMIT NO. (206)431 -3670 Project: /y)/ /1 O /. Address: /aC4 % (a. &) Special instructions: :Approved per applicable codes. COMMENTS: Type of Inspedtion: Date cb d: /..aa- 0 / Date wanted: i' /i93/ 0 / Req te ster: Pone . � -09 eV Corrections required prior to approval. ••• C 4' I I(D L) I( tRerYct vin i •A ( owe I 11 / L4v � C7s t4 st . (2e (11 p r 7v - e e r IYr Date: I Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j Receipt No: Date: w':;tr i y3 u�� Si.?•Sw } �t'ir:+ '1 pproved per applicable codes. INSPECTION RECO ?' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Project: ["1 fD1 - rct C - P .wau Ad ress: Special instructions: ,-, Date called: 1-01 Date wanted: U1 p Requester: Phon 255 ua„- -ocq; Type of : Inspecti n �v* Wal1 �,Yc Corr ctions required prior to approval. COMMENTS: 1' F. lOOY - f AP[Ar tAJ Inspector!' r Date: 2_ 2 0_0 S47.60 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: -7,;. 1.: f :ui:s:•:Ck.. t; �, t' 6�. l ft' rl: t"su2s'.'�:i�.4rf�'.L.yWm'4'�d. tat' ?'iiGl'Y.�nll5.�`.crx�'V':tS�T ,�-,?i4wt .... ti.L itu.11.FL:, z:+lm. ft�am; evv f. w- ...i:x e,t ��4n�ieit3 m va.a:;.C+�. ,� .o,' a. .�.U'rs.n xc;Lc .....�.ta 1 ,i.rir.F ,f : „� oi. iJ ..., � �u U O; tno w 0 2 co 3 ' w Z F al U O N i D I - ww, Z ILI fit 0 ' Project: frt4 Type off nspection: ‘r 4. Date called: Special instructions: t' Date wanted: Card) — ( . -- /7l p.m. Requester: / Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. 1• PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: (424, / S di-0,4 4 ' 12 -- 0 $47. REINSPECTION (E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ?i::s.4:Y4a:. -••r 7a- ':nirn.,_... S�d� ��$.'• �SCF�"_ 9:; i% �ft�7+ iu:. �131C�taM+ t 1�!. �t? �$ N .+.t'.fi�g t,•t' �'xt� , �� " �� .- S...iSabiu.>�r�rSWiaN'�. .. ws� "* r... 1;6144444. ;o41 ‘,41. 3 0 0 ; N W w N W 0 UJ J, t- 0 Z 2 mo 0 I— _ -` ~ I= 0 w z _` 0 ,z Pr nit: T of Inspection. ?� C�au,��r 1�V Date cal ed: /I / o/ SgesiO instructions: / r'' A Date wanted: Z. 2 1 ! / Requester: — Phone: O0 (e - - 3q (p-• 152-q 3 INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. te. PERMIT NO. (206)431 -3670 R1 COMMENTS: l— 61 p Co cp pl pfe e� r ) S i ()vi _S LA 011 't' 1 nut b1 'Qc..7 . vt DLJ Inspector: .0 \t Date: z Corrections required prior to approval. 8 Of $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ` 31.! �. eRCE�' i uJOi+ �w�SaJ. f�iu�a. �." cRv::. w. mYw��` lk� .�'MrAlatdiYtt�rir"or..ln`,ti4: • .i arN�i'ytiu ns, nw.iis. .al r •Yi:6: 'L4 :'a:•1? v O; coo cow N J I W Z W W 1 0 N I– ;3 W W ; V , LL ~p Z i 1 1 Z Project: M 1 n 0 I" Typ of Inspection: Y / AA'11 i ne Address: \2-V1 Li ()wit voc� Date called: 0 a(la(b I • Special instructions: ' 7 Date wanted: .?-i15/0 1 a.m. Requ st Phone 21)o 739to - 1S 2 5 INSPECTION RECORD Retain a copy with permit INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. , I I D - Loco - 5 Corrections required prior to approval. COMMENTS: 5 1 Heel/ ii e i'ci IV esvii/ze 64, 4)d(/ ,7 / e O _ sv/ $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. Receipt No: Date: *y . l „ .! r'14z.a,3s �i tCt X-&a 3: )7i"t rs2�x, �* . �.z184 ?da�!'��ca+�tidc+ , aowma.Ka ta4.k JirkSia�t?�ra H?iln�7:' +a + +.�i'i V V' • • O . cn Lu W 0, a . H LU z 0, W I- uj 2 U V ' I— II- w Z w N . O )" z. �t: Pr y Type f -Ins ec A e s: 6aiewu� Viz. Date called: / d / 2l 1 pp ecs Sp tox ` 74 nstru l� I cti ns: / lr � Date wanted: /Q( �l6 / �m1 p.m. Requester: D Phone: //,, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: O INSPECTION RECORD Retain a copy with permit tf 2 2 ZiO 3 Date: 2 , ( PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: H kA f2Z6✓t 0) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ir tt (;) I RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. Special instructigrtr / f :,ec3 (206)431 -36 Corrections required prior to approval. 'Approved per applicable codes. COMMENTS: ;029 I Date: 11,;10` 0 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1Receipt No: Date: Inspect ��i'' �' �' +:t�wSY.9.V`S%ta4�:L. .L.i,M.hYI}I. }'' ?�. Y.t..�,.�}ta..� •••3 Pax. �� L'�' :9 Wit' e�Y,z�:7J:ti�:d .a.m -.Y •:;rur�wr...,:it;;�..n t,'..dy;aastia.sitJ.ti' +si;T ` -'a. - xsuvw'7.c`1F7 78fi .iiSn �..u!i�11 �� N !H sleet 4t'k'n�Ui1��ti1 4 t '.� ' 'r :al P�j" f x:e tv�. y',.d.'� + v {z'T: :;'t ;,�.. }'f':�a i,rta r:t:f.::i •.'f'�`J•\ N 1'{ 'v �.'• I °1j S3. ��Wll. .:�f e y�14 li ar r7�� prinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre- Fire: Permits: Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Suite # Authorized Signature City Of ?him 3 Fire Department 7 (4 1 ,_ FINALAPP.FRM T.F.D. Form F.P. 85 Date e / CJ/ Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 z re w J U 0O 0 vo W = w 0 ` J _ a z o z w D o` 0 (12 I- '1.11 u j` I tY 0 us z 01/29/2001 14:28 208644463 K I A C O 3"' .1 M GATEWAY CORPORATE CENTER BUILDING -2 PERMIT CENTER MECHANICAL UNIT SUPPORT 2 12674 GATEWAY DRIVE SEATTLE, WASHINGTON STRUCTURAL CALCULATIONS JANUARY 29, 2001 JOB NO 133 -0102 [ E P O : 8 I ) KIA, CJ PPM 03 Lincoln Center Business Park 555 116th Ave. NE, Suite 150 Bellevue, WA 98004 Phone 425.644 -6400 Fax 425.644 -0463 RECEIVED CITY OF TUKWILA .J 31E01 1 "i 4i V� boc4o3 CITY OF TUKWI A APPROVED FEB 2 0 2001 AS WILD KEYING or 1 ;oN 01/29/2001 14:28 ■ A 20S5d4b4 3 p1A 4 r 0 KIA 03 E 1RT1AL ROOF FRAMINCLELAN *nom) ) CONTRACTOR TO VERIFY ALL SIZES. DIMENSIONS. AND LOCATIONS AT FI t) CONTRACTOR TO VERIFY ALL EXISTING ROOF FRAMING MEMBER SIZES. 5) CONTRACTOR TO VERIFY MECHANICAL UNIT SIZE, WEIGHT AND LOCATIO I) LOCATE HEAVY END OF THE UNIT OVER THE GIRDER TRUSS. /fi t /.✓27-- -ee9"••°.49;,''. r ELD. NS. PAGE 04 �p�yz; sx )Z PA O ' ) 4 x �) e '` 6 i",L'' „ ..7 \ ,G7140 J 3 ' 31 ")s 01/29/2001 14:28 206644 ,63 , es,G )94!' )4.1) ..t."/'a) G,Leu.SrJ G ✓v , Eo, )..›0 4, .7: # -)4.J G es ✓6,B ,3901'e4 KIA CO FRAMING PLAN Pr*Ja t1Su4jec= -" ,ti C Z) — L>•� -.S •� .G ��� --zX 1 vim /sJ�� -✓ ' llA•✓GEs;e EA, ewcz. ar '‘:"" Csu ? !r b) PAGE 05 , .... ;.... _ ' a • Este“ No. J. Yo. 17 3- eqaelL 01/29/2001 14:29 0 u (Th 20664, r63 /9- sue, ere..) KIAO] PA 06 >,ry; .#-.x )1 70, 01/29/20x1 14:28 206644.,b3 ROOF1,OADA: DEAD LOAD: B.U. ROOFING 2.5 PSF PLYWOOD 1.3 2X4 "O.C, 0.7 INSULATION 1 4x18 o,c, 1.6 Suspended Ceiling 1.5 SPRINKLER 1.5 MISC. 17 12 PSF SNOW 25 PSF TOTAL LOAD; 37 PSF AECH IIICAL UNIT DATA AC -12 418 lbs AC -26 415 Ibs . ^ r�G 1•7›r•. r 7 '1 )— -I s'�•1'��� KIA CO PAGE 07 8./29/2001 14:28 206644_493 ' "CG_.'' ttp•*x /J ) j 0 , y - 4 . . (z. ' Z)x 8 2,, ) 4- AS j 4- t 16 .'-') -ej) Yiy.A.c. ania- #4 a'.✓`i Z )c) 7 X 2 .¢. 2_ ez . P Z. yr. ) 2 _� 6r.C.•3 ;viz s = 133',16 )y' _r l03,F. 4-c> i N f a PIACO PAGE 08 1,o) x„pct.4✓ ) o 3s�• 4- �// l 7- 1 Z a a Jf ' •)-� -�6 )14 0 ' 1 ' ,J . z- : 4.5:0 ' 77 2.8 ) v) y'.3 Er 4e ) z. - --)'e- 01/29/2001 14:28 G 6G ..rC A ��,ri✓ ' " /,✓f 208644•..1133 g 0' 4 # .--2,,)ar,,c. 8j0 V ) d". • l V. IA CO PAIZ€ 09 t 40 J 77 .'LF 0 P CICV5 Z'pr.I ,max +-:sy 49'1 Hp o f - p) ' N :M NO 01/292001 14:28 2066413 ems � -- 1 KIA OJ 4-18 11,1 j 468 7 ;4 7 , •d-40,0;40 4 • 1 - Z4 5 i9 9'1$ J j -t- > �+. i 4;11 r PA' 10 8 • LEAR THAN IF E "NT ir4 THIS OF TH s — NOTICE: F TH DOCUMENT FRAME IS LESS C OTICE DUE TO THE Q U TH IS N AL.IT"(__ 0511 owniomoot Ler ' umntiliCvt ' $ A 1 j 0 I . 1 1 i 34 w ..-- 110011 )55 vn vn ,v5 1 1 lilli ) 0—. vi 1 1 n.104 1 olloo 11.1•1 fliol *AM 13 515,4 0 • — 'el 0 cramming II %I. 0 .....W. , Iss 11 or1 /o1 — Jo* o.t , NA 151 )1 211p1 1 117151 it 1,1 114115 11.1174 :,.3,..1 ,&,,,,i, I , W s 44.1•4 owl I II I I (3 (3 ! . .. • Al . . 1 �i 141 NI) • % i 55 oil • , „ .34 ::.:1: :,,,,,,,, I. ;4 : : orricir am ETZIPICUnrial . . 4 risrairvil • 1th N UE 0 III 1 I tol 1 $.5.1,. 0 1 I i 1 K •. I , , , I • !..444444 itt• h rf 14 Mill •....... ........ I f"— ±71 .. . ._ . . — 01/29/2081 14:28 2064— ,83 PROM DAVID KEPLE ARCHITECT Sint hy: FIVO Star A/wan/cal; WWI YCCOI 8-060F Outline Rear tau. Cwqr4sict.5 AR, Ii INCK33 Kig, (Xi PA rM 12 PAx No. 206 246 E1369 J. 24 202it 09:20'14.1 P2 2ba Utla aS20; Jan.23-0 3:201 Paga 2 Dintapsional Data and Weights •••••••••■•• - g. / . ..4• 7 7 --. 4. -57 P?„ 46,217 G re./01./■-/ — 3 „.9 3 / 313 ••! w •arec rom•ct su 311 •.11111 Am/45 1•5 411011 111 or lueoloo.r 1101,p1). 1 SECT Y—T 3v0o1v.m. 0461 net 10), 00 150•15/5vs swops • 'mow womena (Sown' rvvoZ/f.104, en't 1. •LOW* 444(k 4444 P 6.4 44 1 MI OM I 1 • 11 i • t41.1 • • F V.9 %3I,4 *40.3.. • • i!fiVtd= ZAMA/ICI D1M1N•wNII NOM No I • • f C 0 V=0321 ya •• tti• e^ t a 01/29/2001 14:28 2056453 PROM : .1344)1 D rmHLE.ARCHITECT r r a KIA rA FAX NO. : 206 246 8369 Dimensions! . Data BAYCURfiO33A Hoof Mounting Curb Outline YCCO36.O&8F -- Unitt 1 �.e�tu► aw 911e . I o I rGt0r71.M Ci.t St t i veCJ•r.N MW. Duct 01 — 21.14 .••Ww/N Mrlwho I' Feom owo. a , ede7c7e M.. Rewind Ciaaeanca•for Unit Inerrairetlorrand Root rmtrition Ho'. sits I,as{uirrre Moll r poor ..� ~ '•r te /�� PAGE 13 Jam. 24 2001 e9:32AM P3 Combusts* Materials skit. _ Bows. do 1 f sore+ 1D 0 0 •..1.u�1 � � o tah I 00 11fym1 I e0 hom 1 t 2.0 loo _ I 3110 Irpm Cwt VC66iO39 A• 3.3 W ; t W 0 } : u. .c F ; :" . �. W Wi D �1 ;O N , D ` W Wt. V; :. 1 1 — r ` 0 Post•it'' Fax Noto 7671 DoU, 1 1„ p,..z To j n __ _ / �L'YV From r j. Ce /Capt. Co Phone* Phone • Pax • Fax a I Sent 6y: HUDSON To: KEHLE V n & Ao^8OCIATEa; At: 246r '1 RICHARD HUDSON & ASSOCIATES, CONSULTING ENGINEERS 1605 12 AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 FAX 206-324-6248 E1viAIL: rhudsuu nwlink.com January 11, 20C1 Alan Bylsma David Kehle, Architect 12720 Gateway Drive, Suite 116 Seattle, WA 98168 Re: Alinolta 1'.l. Dear Alan; After visiting the site I yaw that one of the non bearing walls that is to be demolishW 'appears - to ... ._ _.. be a shear wall. The enclosed detail replaces the capacity of that wall in another near by location, and will permit the continuing of demolition of that existing wall truly yours, Rick Hudson, P.E. FA 2063246248; Jan - 11.0' :22; INC. Rick Hudson. P.E. - �, Ch> .Mon•is. P.E. `� C `.� C F :/ cr JAN 1 1 2001 EJ t;EHLE. ARCHITECT CITY OF TUKWILA APPROVED FEB 2 0 2001 AS NOVEL) BUILDING DIVISION Page 1 RECEIVED CITY OF TUKWILA JAH 312`u1 PERthil San: By: HJDS3N 3 A3SONATES; 236'3246248; RICHARD h"UDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 200.324.6160 JCS Sh66T N0. Jan-11 •O1'`t23; Page 2/3 R5 -1 5 ft A-R. tiv CAUSJLAT:D Br GATE ° I • f. D U 0 cn ol co w co u ..t W Oi g J( N • Q :: a 1— W P z uj 0 �l' iQ Hl H 0, _0, W Z ' F- ' i 0 H I3. FT& 3 J x f z C a T � o NoA}.•T "Pt. • • 'talk urj i 1 @4 `y, • , • 5cc.g■P TD'P . be4 gcrTn osJ 15 .. )• STuc :gin 63C . z:15: 7.1e.1 L IZ". v • • Si ink ?5o Li 5 />iTT14 6-1 1(p - t# I O 5c -IeeW j v ? •4 q'' . the T 18 i Abte, T # - -. %", . Ex I'? t-T -4 ! EJ Z ) 2 1 3/ It w r',t1i NOTICE IF THE DOCUMENT IN This FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i c r A — z o W �7 x 2'� a x tO z( eaz0 �i co 4' 0 O 0 z 0 r v 0 u2 CD WINDOW WALL OPENING GATEWAY CORPORATE CENTER BUILDING -2 12674 GATEWAY DRIVE SEATTLE, WASHINGTON STRUCTURAL CALCULATIONS JANUARY 05, 2001 JOB NO: 133 -0001 �rovals are e p. oialsal are that Flan Chec ap oi understand 0rS and a ;t 0 ',?,1- • REVISION NO I !7z.000 Lincoln Center Business Park 555 116th Ave. NE, Suite 150 Bellevue, WA 98004 Phone 425.644 -6400 Fax 425.644 -0463 Gll Y Of TUKWQIA APPROVED JAN 3 1 2001 AS NOTED i fLDtNG DIVISION 1 111.1111 C.) 4 f"i 2 y'L�%/ yZ (e1' .10 f 'lll�i��'lo.✓1 fG , 1.e. Gd4Ps Project/Subject o4" of li�'A D •"/ Z . l/. v. 9�- ?') -t-) 7\^' ecrOA sml/� ,,f,�GI ����✓ /�✓li1 i 0. ,LGf i 77 .L 2iJ By Date Sheet No. Job No )33 ° W O. z W • ,U 0; O �r iO H W W t l it Z. N , '> =' . 4 Project/Subject o.7Z 4- 1 . v_1,)D.z f sJ oI ZZ� ' ), . 4. Go-. - 0.3. zr) Jy % Zo ), )9 °°'5.1t.) -a, 7J )1 ,4 )3)Z. x �✓ �is 1�►�g�' co� o.��.Lr BG�G z sovT� �fJ'`L o�� By Data ) —d2 Sheet N Job No. g 3 e . 4 ( coo —C ( .oN qor oN loogS ( .— Oleo 9 '� loe!gns/loe(ad (14- . ( - 4- (2 -F 2 ) X 2r >6_5-K(.0 rp (r>‘-3-01v- 2(G. l(i ff.c fcdor 2 0 4 HEIGHT= THICKNESS= DEPTH= REBAR CONC. f'c= Es /Ec n= P1u= P2u = Plu +P2u= Wu= Pis= P2s= Pls +P2s= Ws= 26'. 5 5 2.75 60 :. 3000 9.3 5 0.48 1.51 1.99 0.023 0.41 1.14 1.55 0.015 26 .x- o.,.. ) A) ) 27..s,4-l )'v ` .9 , )y o fL,.- ..))ll'x).1 REBAR= 0.31 p_bal =.0.029 Ac0.75pb= 0.705 As eff= 0.343 p= 0.01 PHI= 0.88 C= 0.792 Icr= 14.22 Mn= 49.7 PHI *Mn= 43.73 TRY.DELTAu= 11.19 CALC Mu= 47.17 CALC'DELTAu= 11.19 TRY'DELTAs= 0.573 CALC.Ms= 17.29 CALC:DELTAs= 0.573 H/100= 3.18 ,40 ).2.) (4,,APp e.e,./.0. CD) d; % .c%2 „ ,d =Z)7S z. o r 4') 2 " -- ) � If )z e ), .� 4 ) , y 4 ")d - 7 1. • Projec uSAecl v✓ v��. "✓G DELn= Mu= H /150= Ac0.60pb= .04f'cAc= Ms= DELs= %DELu= 0.013 %DELs= -0.02 Ig= 166.4 Mcr= 16.57 DELTAcr= 0.336 11.79 48.36 2.12 0.564 7.92 19.69 1.415 By Date J�o Sheet No. Job No. 3 -0 00 ) Ce U U0 ; CO 0 vo w; W 0 u. Q CO 3 ~ _t Z I ; UJ 2 13 COI 1- UJ km - w z 0 _ z HEIGHT= 14 THICKNESS = 5.5 DEPTH 2.5 REBAR Fy= 60 CONC f' c.= 3000 Es /Ec n= 9..3 . e =. 5 Plu= 0.68 P2u= 1.13 P1u +P2u 1.81 Wu= 0:048. Pls =0.68 P2s =.1.13 Pls +P2s= 1.81 Ws= 0.031 t � TRY DELTAu= 2.07 %DELu= 0.002 CALC Mu= 19.56 %DELs= -100 CALC DELTAu= 2.07 TRY DELTAs = 0 Ig= 166.4 CALC Ms= 10.81 Mcr= 16.57 CALC DELTAs= -0.67 DELTAcr= 0.094 H/100= 1.68 REBAR= 0.2 p:bal= 0.029 Ac0:75pb= 0.641 As eff= 0.23 p= 0.008 PHI =0.882 C= 0.531 Icr= 8.898 Mn= 31.41 PHI *Mn = 27.69 DELn= Mu= H/150= Ac0.60pb= .04f'cAc= Ms= DELs= ) , d 7: • _51 .. ....... ,. ---1, _ o, ) / o. ig 3.324 21.83 1.12 0.513 7.92 12.84 -0.72 v 4 HEIGHT = 14 THICKNESS 5.5 DEPTH= 2.5 REBAR Fy= 60 CONC. 3000 Es /Ec n = :9.3 Plu= P2u= Plu +P2u= Wu= Pis= P2s= P1s +P2s Ws= 5 0.8 1.5 2.3 0.048 0.68 1.13 1.81 0.031 ✓��> �E /�� `'1 1�1,.✓.✓ . mom. v�.�i -✓lid © > . 4 - 0 6 f .0 (: > 117) -/ (2 )3.4 .) Z °0,5x > f1 I )4 % REBAR= p.ba1= Ac0.75pb= As eff= p= PHI= C= Icr= Mn= PHI *Mn= 0.2 0.029 0.641 0.238 0.008 0.877 0.55 9.095 32.41 28.41 TRY DELTAu= 2.19 CALC Mu= 21.15 CALC DELTAu= 2.19 TRY DELTAs= 0 •... CALC . Ms= 10.81 CALC DELTAs= -0.67 H /100 1.68 DELn= Mu= H/150= Ac0.60pb= . 04f ' cAc= Ms= DELs= Project/Subject "1: - A+ G o eA C ,- , GAG �G 2 t ..dyes ,.�f�LL oP�' 3.356 23.83 1.12 0.513 7.92 12.84 -0.67 %DELu= 0.008 %DELs= -100 Ig= 166.4 Mcr= 16.57 DELTAcr= 0.094 By Date Sheet No. % G Job No. XjJ . c O . m U ( 0 0 CO tui u. w u_ .t. d w z 4 D O A : 0,--. W W ;� Zf U cry ` 1994 Washington State Nonresidential Energy Code Compliance Form Building Permit Plans Checklist 1994 warn ngton State Energy Code Compliance Forms ENV -CHK Project Address ' Z 7 y a April. 1994 G - �e wa.�J vs e Wet `Date t i / ?i 9 /e/V 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 I Code (circle one) Section 'Component GENERAL REQUIREMENTS (Sections yes (ngl n.a. no n.a. 1311.5 yes no ' n.a 1311.6 no n.a. 1312 yes no n.a. 1312.1 yes no n.a. yes no n.a. 1301 1302 1310.2 1311 1311.1 1311.2 1311.3 1312.2 Scope Space heat type Electric resistance Other Semi - heated spaces Insulation Insul. installation Roof /ceiling insul. Wall insulation 1311.4 Floor insulation Slab -on -grade floor Radiant floor Glazing and doors U- factors SHGC & SC Moisture control Envelope Sum. Form 'Information Required 1301 -1314) yes Unconditioned spaces identified on plans if allowed Indicate on plans that electric resistance heat is not allowed Semi - heated spaces identified on plans if allowed Indicate densities and clearances 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 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; 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 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 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 Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross 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 Indicate glazing solar heat gain coefficient or shading i Location I Building Department on Plans" Notes C/)y //eo OF ' J KW1L4 DEC 2 Q ?040 AFF i r cenTeR coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 1313.1 Vapor retarders Indicate vapor retarders on warm side 1 • 313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; 4 , r ^ 1313.3 Wall vapor retarder Indicate aporretarder wall sections for non -wood strut. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.5 Crawl space ap, ret. Indicate six mil black •ol ethylene overlap.ed 12" on •round 1314 Air leakage 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing /door sealing Indicate weatherstrip .in 1314.3 Indicate sealin , Assemb. as ducts caulking PTIVE /COMPONENT PERFORMANCE (Sections Completed and attached. Provide component performance worksheet if necessary and oasketin • Z ILI U O ' : U) Q ' NW W u. W O ; J d 1-- _ . Z �..; I— O Z C O O co CI I—' W W U ` H — lll U N ' H O Z Space Heat Type ❑ 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 (rough opening) (vertical 8 overhd) Gross Exterior divided by Wall Area times 100 equals % Glazing 9 n _ 1 O �J op _I X 1 00 9.17c, Concrete/Masonry Option ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic For Building Department Use -- All Other Roofs r R.-19 Opaque Walls 1 — LI Below Grade Walls Floors Over Unconditioned Space — Slabs-on-Grade ?N.-- I 0 Radiant Floors Maximum U- factors Opaque Doors 0 , (v Vertical Glazing 0 • CO Overhead Glazing 0 , 6, -t Maximum SHGC (or SC) Vertical/Overhead Glazing 14 I Project Info Project Address i i t0 t;Ta-{ -e w0./ 17 0 < Date t l /2 9/60 ' For Building Department Use e r z- of Applicant Name:A(0.N 6y 4 csn cjo Do,oi) Kit, 4rc11, Applicant Address: 12 71_0 cr A - f eot* p r , 4 / /b Applicant Phone: 2 06, -. L4.2) - _ !Project Description 1994 Washin tor Nonresidential Ener Code Com • liance Form • Envelope Summary • Climate Zon- ENV -SUM 1994 Washington Stale Nonresidential Energy Coae Compliance Forms Apnl, 1994 ❑ New Building ❑ Addition io Alteration ❑ Change of Use Compliance Option ❑ Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Semi- heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btu/ft' -'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) U- factor �L J ( Project Address 1 6 7 4 /± . - D v ; i e -1 Date 11/0... 9,/8,0 Space Heat Type ❑ Electric resistance All other For Building Department Use Glazing Area as % gross exterior wall area % Concrete/Masonry Option ❑ Yes ' E 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 components by assembly ID 8 page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) Ti En c ' o > c9 U= Plan ID:'. ( U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: O. (0 y 0430 52-S O. 9 It. e 9 0 7 R Z Glazin % 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) d L N et le p > 0 U= Plan ID: ,- -if U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0 . (i ) 9 k (0 = 4'1,x. 1. X (914 9Z -0 Glazing % Electric Resist. Other.Heating 0 -15% 0.80 1.45) >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) Opaque Doors U= Plan ID: -(' 1 U= Plan ID: U= Plan ID: !s, 4 k 201 • 15$.t$ O. (p k 2G1 1 S V.N Electric Resist. Other Heating 0.60 0.60' Roofs 1 Over R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.031 0.036 Other Roofs R= Plan ID: 1 - lP - 4 R= Plan ID: R= Plan ID: 0.05$ k icy{ 8- 7 s- 5 24. y 005 X 10 4 97 : S Z 4 1,c4 Electric Resist. Other Heating 0.034 C.0ss!) Opaque Walls' R= Plan ID: T -1 *-r-2.- R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: ' 0,1 10 !c H9yq - 5i13.e.. O.tLS> N31 7_.-.7.508.6 0. 14 k 412.. !o =' 1Z95.8 Electric Resist. Other. Heating Ordinary 0.062 0.14 Metal stust..) 0.11 alp Conc(int) 0.19 0.19 Conc(oth) 0.25 0.2 _ I sIImM apmJO mope R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 . _ Floors Over Uncond. Sp. R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: / Electric Resist. Other Heating 0.029 0.056 . Slab -on- grade R= Plan ID: 'f. 1 R= Plan ID: R= Plan ID: R= Plan ID: O.1 le Bo 8,0 .'13x'5 7 2 z. y 7 IA/ 0. S''I X H 5 2 Z' k. I Electric Resist. F =0.54 (see Table 13-1 for radiant Ot . eating F =0.54 floor values) For CMU walls, indicate core insulation material. Totals) For compliance: ., - 2 5 8 •z Totals 21 1 H a 3 I O'j 1 1994 Washin ashin State Nonresidential Energy Code Compliance Forms ton State Nonresidential Ener Code Corn liance Form • ,elope UA Calculations Climate Zone 1 • ENV - UA 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Targe Tota UA . Apnl• 1994 1: OG= 2: OG= 3: VG= 4: 5: 6: Vertical Glazing List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Vertical I Glazing Plan ID: -1- t g, 1 -2..... Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: .bS x b ®o . 572,. t x ego ^ - 8R(, Glazing % Electric Resist. 0-20% 1.00 >20 -30% not allowed >30 -40% not allowed (see Table 13- 1 Conc /Masonry Other Heating 1.00 0.65 0.45 values) r 'Note: Manufacturers Sc may be used in lieu of SHGC. For compliance: Totals) v v 6 eo r 7 .„ 7 Totals' e C� 0 8 S 0 Overhead Glazing List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Overhead Glazing Plan ID: f... q Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: .� X 4, - 5 7. 0 i u c N tc 4 Glazing % Electric Resist. 1.00 not allowed not allowed 13-1 for ConclMasonry Other Heating 0.65 0.45 values) 20% >20 -30% >30 -40% (see Table r 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals For compliance: �,� q 'A 1 ���III & 21 Totals q H q !1 4t T • Envelope SHGC Calculations Climate Zone 1 ENV -SHGC 1994 Washington State Nonresidential Energy Code Compliance Forms Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 7: Roofs over Attics Other Roofs Walls 1994 Washin ton State Nonresidential Ener Code Com•liance Form Proposed Areas: Numbered values are used in calculations below. X Target OG Area in Roofs over Attics Target OG Area in Other Roofs 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Tota SH GC. Max Glazing Area (Table 13 -1) % 1: a lesser (circle) 7: Proposed OG Area Target OG Area Target Opaque Area Proposed Opaque Area p Proposed Opaque Area + 1 6: Other Roofs 100 Max OG Remaining 2: Target VG Area =19: 1 8: 1: 2: + Total Ta get OG Area (sum #10 + #11) Proposed VG Area =115: Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. 3: Walls Maximum Target Glazing Area 7: 8 lesser (circle) 8: 10: 11: 12: Target VG Area [9: Target values 9, 12, 13. 14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 & 12 are also used in the applicable Target SHGC calculations above. 13: 14: Target Opaque Area April. 1994 Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below. tL U O co ' fn W W =i J W O J uj Z F. '; F O : Z F.; p, ` O co U I— W ju s O ; W Z N H H` O Z Od Element: i4old W•/ ll4T1I0 � SKETCH OF ELEMENT Note: Make copies of this lomi for every building element • It tl�ut trott *ff' Cip.647• Material U Value for Element (Avg.) = Area of Element* = Framing Ratio ( if applicable) = . �3 Thickness Inches lt4(pli; .ki kM `2It 60. tap. 0 /b 02-" %.91112. 5 It 3' /z We CAP• W. 0 /Y 1 De btu . Sum.mation R Values u = 1/R " Area of Element is net area after openings such as doors, windows and skylights have been subtracted. R value Cavity ni tn N U.; O' W } ; tea, I- W Z W 1 0 Ns i i �{ o Z , w 0 H !rt_Y 4 -IAmsciU Material Thickness Inches R /In Thickness R Value Solid R value Cavity attuoe he Nei •i7 oh." Coma e& it CoitL , 0$ .5'Z g A 3 u 7. (p,(Otj . rav WO C M ei)• � mite but- • (ol • . Summation R Values . IS . . U =1 /R .,l8 Element: 5fitieta. W 't` e SKETCH OF ELEMENT Note: Make copies of this form forJvery building element. Framing Ratio (if applicable) = • U Value for Element (Avg.) = 1.11 g Area of Element' _ • Area_of Element is net area after openings such as doors, windows and skylights have been subtracted. Sr lcu: +�1:.EkwiJ.'ra. , • * r> • V..' tl+ y''. F.' ilit .mS+.F.,:':tG!�SS6�iAa'wl ! likdst.i kw�i Location (floor /room no.) Y v Fixture Description Date I / Z 9 /00 Number of Fixtures Watts/ Fixture A, 0° a , Watts Proposed -rC:'T Open Parking . Applicant Name: loa � 6 (t . tic pa ■a le. Ad (L A at . Applicant Address:' 7 2 0 2 Outdoor Areas Applicant Phone: 0.2 W /ft f n ,,, O ' w 4' +y,►• < -r- , I w I.c.4+.,`L 6.N. I y — Bldg. (by perim) 15 o o pa v-hc„ ►t N t s It ,( vi R D , 26 0 cn-P 4.. 2- 1 - Fluor w, I, tf I 5 0 ? 0 c — Project Info Project Address 12„6,-.) t Ct 44-L., W Ry D V l Date I / Z 9 /00 C) � � d A, 0° a , For Building Dec'�n � OF TU t� DEC Z 0 2000 PERMIT CENTER . Open Parking 1 Applicant Name: loa � 6 (t . tic pa ■a le. Ad (L A at . Applicant Address:' 7 2 0 2 Outdoor Areas Applicant Phone: 0.2 W /ft f n ,,, Location • Des cription ! :1, -. low P rift • = r tt ( ,P _ . ZH tqL •� y�y,��,,,,� thAl t�� Allowed Watts (or x If) Covered Parking ` 0.2WI - .. - I Open Parking 12 ti tl S 0.2 W/rt nrf ., CI +o v49.L (9A,.,* -S) Outdoor Areas • 'S 0.2 W /ft f n ,,, _ A Orr i , Bldg. (by facade) 0.25 W /ft - 1.......o r -, are ?•�- Bldg. (by perim) ./- 7.5 W/If i'''/ ^ Location (floor /room no.) V v v Occupancy Description Number of Fixtures Allowed Watts per ft" Area in ft Allowed x Area 0.P -P, e_. th*- 112,r.a Fk0o/ 1.2- 12 ti tl S 1 5,2 1 18.0 II 99. o +o v49.L (9A,.,* -S) • 'S - 1.......o W a vt1n o u S L of h o 0 4a1. -tom ./- ....--"'' .., .,.,..... - Location - -- - -- • • -- - C, - A —• - Fixture Descn ' n Number of Fixtures Watts/ Fixture Watts Proposed - 1.......o o.,er..4 tnrnN. Lighting Summary • LTG-SUM 1994 Washington State Nonresidential Energy Code Compliance Forms ❑ New Building ❑ Addition . 'Alteration Project Description 1994 Washin ton State Nonresidential Ener Code Com•liance Form Compliance Option ❑ Prescriptive tLighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive 8 LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60 % of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior •' From Table 15 -1 (over) - document all exceptions taken from footnotes Total Allowed Watts I S q i� . e Provosed Lighting Wattat'e (Interior) (May not exceed Total Allowed Watts for Interior) Total Proposed Watts may not exceed Total Allowed Watts for Interior Li Watta (Exterior Note: for building exterior, choose either the facade area or the penmeter method, but no May not exceed Total Allowed Watts for Exterior) Total Proposed Watts may not exc Tota Al low ed W a tt s for April. 1994 ota P roposed Watts l ' c.• I O, 1 ea 1994 Washin•ton State Nonresidentia Ener Code Col 3nce Form Lighting Permit Applicant/Reviewer /Inspector Checklist LTG -CHK 1990 Washington State Nonresidential Energy Code Compliance Forms Second Edition •June 1995 Project Address The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code (circle) Section Component Information Required LI GHTING CONTRO S (Section 1513) rea con ro s Da fight zone control ve Ica gazing tilTAIBLEMMI c •u a •e, in•ica a oca ons ove ea• gazing aximum im per s c Schedule with type and features, indicate locations ndicafe vertical on plans Indicate overhead glazing on plans -3z'f {•s t T y n • tca e separa e con ro s a imerw •ac up p o oce . c e•u a •e an ea ures, in•ICa a oca ion n • Ica a oca ion marrirapartmia. a occup. sensors a o. s c es n • ica e oca ion n•ica a oca ion c e•ue •e an• oca ions c •ue •ean• eaures •ac - up, ovent.ecepa•I ; IMMO 1117471W113 Iem F1!If:T7111t;-t•:- •fir -Ie iI_1I�ir•TS9ilriL'•Sif' 11 GHTING ATTAG ca a size o zone on (Sections 1520 -22 or 1530 -32) Ig Ing um. orm omp e e an a ac e p ans ao c ue ure es, yes n.a. yes yes yes yes ELECTRIC MOTORS (Section 1511 lamps, ballasts, watts per fixture or quipmen yes a. a. ec motor e • Iciency If "n.a." is circled for any question, provide explanation: Page 19 e a p, rpm, e' Iciency Date Location on Plans Building Department Notes V -.7s February 13, 2001 Alan Bylsma David Kehle Architects 12720 Gateway Drive, #116 Seattle, WA 98168 . CORRECTION LETTER #1— Revision #2 Development Permit Application Number D2000 -403 Minolta 12674 Gateway Drive Dear Mr. Bylsma: This letter is to inform you of corrections that must be addressed before your revision #2 to 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 Planning Division. At this time, the Building Division, Fire Department, and Public Works Department have no comments. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. 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 -3672. Sin erely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -403 C ity of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • - .. ,.. .� u .._.. .,.... r._..a.. w 000, Cy Z I- 0 Z H; al ill, U co , . io w. I- _ Z L N t o z 11 3 kehie e c February 12, 2001 City of Tukwila 6200 Southcenter Tukwila, Washington 98188 Attn: Ms. Deb Ritter Re: Permit #d2000 -403 Minolta Tenant Imprivement Dear Ms. Ritter, The tenant improvement covered under this permit application requires the installation of two new roof mounted HVAC units. These units are shown on sheet T -7. One unit will be located 24 feet from the exterior wall on Gridline #1 and the other unit is located 50 feet from gridline #1. Both units will be located 65 feet from the exterior wall on gridline B. Both units are approximately 3 feet tall. I hope this answers your questions in your correction letter dated February 13, 2001. Sincerely, ae. Alan Bylsma rVI•SION N0. 12720 GATEWAY DRIVE, SUITE 116 SEATTLE, WA 98168 CORRECTION LTR # CITY OF�TUKWU.A 21)00- LID3 (206) 433 -8997 FAX (206) 246-8369 email: dkehle @seanet.com e LIO. david kehle architec January 10, 2001 City of Tukwila 6200 Southcenter Blvd. Suite 100 Tukwila, Washington 98188 Attn: Mr. Bob Benedicto Re: Minolta Tenant Improvement Permit Application #D2000 -403 Gateway Corporate Center Dear Bob, CITY OF JAN 1 1 2001 PERMIT CENTER CORRE TION The following is my response to your letter dated January 5, 2001: Item #1: We have extended Hall #16 to the north and added Door #19 to provide egress from the chain link fenced area. See revised sheet T -1. Item #2: Door #9 was added to provide egress from Shop #21 into Hall #16. Item #3: Training Rooms #22 and 25 are areas where 5 to 6 people will be trained to work on copy and other types of office equipment. These would not be classified as classrooms since there would not be a traditional student/teacher interaction with students in chairs and desks with the teacher lecturing to them. Rather there will machines that the students will work on and train with. The occupancy load should be based on 1/100 S.F. Item #4: Office #29 is the warehouse office and the personnel that work in it are responsible for what goes on in the warehouse. Item #5: The existing mezzanine was built in 1987 and has been occupied by the same tenant, Boeing Computer Services, since 1987 to the end of 2000. The mezzanine has been office use since 1987 and no change of use is planned. Only a reconfiguring of office partitions is planned. See Sheet Demo -2 and the enclosed copy the original lease document. Item #6: The previous and anticipated use is office. The existing 2 x 10's @ 24" o.c. span 12' and 22' -6" span has existing open web trusses. See revised sheet. 12720 GATEWAY DRIVE, SUITE 116 SEATTLE, WA 98168 FAX (206) 246 -8369 (206) 433 -8997 1 ' Mr. Bob Benedicto City of Tukwila Re: Minolta Tenant Improvement January 10, 2001 Page 2 Please contact me if you have further questions. Sincerely, OLO-a Alan Bylsma a:\8704\citylet1 -10 6e Alvvi January 8, 2001 Alan Bylsma 12720 Gateway Drive, #116 Seattle, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -403 Minolta 12674 Gateway Drive Dear Mr. Bylsma: 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. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. 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 -3672. Sincerely, L itdic k Brenda Holt Permit Coordinator encl xc: File No. D2000 -403 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 tu co IL ) WO a E a, 1— 0, Z F- }' W 2 Di t=) 0{ i0 H , 0 141 Z t) = 0 Revision No. Date Received Staff Initials Date Issued Staff .... Initials 2 I D- lu-01 Summary of. Revision: LeAter de,r I L A " (,lira .- - -•. . QU : - tio I4 ron- f - VAC Ur1 S. Received By: Revision No. • • 7 Date Received Staff Initials Date Issued' Staff Initials I I I Summary of Revision: .- - -•. . • Received By: Revision No. Date Received Staff Initials Staff I Initials Staff Initials Date Issued Staff Initials .- - -•. . • I I I Summary of Revision: Received By: Revision No. Date Received Staff Initials Date - Issued Staff Initials I I I I Summary of Revision: Received By: PROJECT NAME: MInL Art PERM;' JO:.. 2000 -1O3 Site Address: L2 01L1 Galt Original Issue Date: REVISION LOG Revision • No. Date Received Summary of Revision: The be adcteG iv -the etx% • nom Staff Initials Date Issued Ia8_ ri - -O * has c,Ves w i vrdtaws open o ?e, area o n -the. Received By: )( z,, ., ,, .., ., 1) i_170- "`� = f (please print) (please print) i 'Staff Initials (please print) please prin ACTIVITY NUMBER: D2000 -403 DATE: 12 -20 -2000 PROJECT NAME: MINOLTA SITE ADDRESS: 12674 GATEWAY DR SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # - Revision # After Permit Is Issued DEPARTMENTS: B ildiog Division a i - -1 Pub is Works 1/V) k DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: WRROUII.000 YR Y PLAN REVIEW /ROUTING SLIP Incomplete TUES /THURS ROUT G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 1-18-2000 Approved proved with Conditions n Not Approved (attach comments) d6 pp d n A p REVIEWER'S INITIALS: T DATE: 1UV I Ka LEPr.P I - CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: r�( Fire Prevention V AlAY," Structural n Plann } ivision IZ 2 Permit Coordinator DUE DATE: 12 -21 -2000 Not Applicable n w UO . CO 0 U) CO u_ w O ;' 2 g D. � Q v w Z Z 2 Di U � ,O co 0 I—, w W; I-- 121 H w o z ACTIVITY NUMBER: D2000 -403 DATE: 2 -14 -01 PROJECT NAME: MINOLTA SITE ADDRESS: 12674 GATEWAY RD SUITE NO: Original Plan Submittal Response to Incomplete Letter # XX Response to Correction. Letter # I XX Revision # 2 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 2- 15-2001 Complete 1 Incomplete n Not Applicable Comments: TUES /THURS ROUTING: Please Route I I Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 3-15-2001 Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: vnaounnoc vw n Fl PERivii PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions Approved with Conditions y n n Planning Division hll� Z• I5 •01 Permit Coordinator Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: 1 re ? U 0 mo o. LU W� J W o : LLQ ,. ! d I- W I- o Z I-r to U ; O cn: O H W W : W Z ', w c . 0 z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -403 DATE: 1 -31 -01 PROJECT NAME: MINOLTA SITE ADDRESS: 12674 GATEWAY DR S SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 2 After. Permit Is Issued DEPARTMENTS: Bu 2.2 - 01 Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 2 -1 -2001 Complete M Incomplete Ti Not Applicable Comments: TUES /THURS ROUTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved Li Approved with Conditions REVIEWER'S INITIALS: Planning Drivision (WW1 2- /"°( Permit Coordinator No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 3- 1-2001 Approved I I Approved with Conditions n Not Approved (attach comments) REVIEWER'S IN TIALS: DATE: UYVtgOlin/ - l 14 A Z - f3-c DUE DATE Not Approved (attach comments) Ti DATE: re W ▪ 0 00 (0 0 UJ W J uw g J z _ o , 2 p °0 - CI W ' U0 Ui & 0 Z % OUTI..000 PLA SLIP ,ACTIVITY NUMBER: D2000 -403 DATE: 1 -29 -01 PROJECT NAME: MINOLTA SITE ADDRESS: 12674 GATEWAY DR SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XXevision # 1 After Permit Is Issued. DEPARTMENTS: K) Bu't ' g Division ( Fire Pion i i - %v. M 110 Public Works Structural Complete rvi Incomplete n TUES /THURS ROUTING: Please Route FK Structural Review Required CORRECTION DETERMINATION: n n Planning Division Permit Coordinator n i!Iltl DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 -30 -2001 Not Applicable n Comments: No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 2- 27-2001 Approved yr Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Approved Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: z - w o O co • o'. w = u. w gQ w F- O z � U O ON o '-' w W( 0 z vii r OH z ACTIVITY NUMBER: D2000 -403 DATE: 1 -11 -01 PROJECT NAME: MINOLTA SITE ADDRESS: 12674 GATEWAY DR SUITE NO: Original Plan Submittal Response to Incomplete Letter XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: BuildSniDivision AW Ci 1 - /7-0 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTI G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP • Structural Incomplete Approved Approved with Conditions REVIEWER'S INITIALS: Y'RROUII.DOC L'YI Fire Prevention n 4 Planning Division Permit Coordinator DUE DATE: 1- 16-2001 Not Applicable DUE DATE 2-13-2001 Not Approved (attach comments) Not Approved (attach comments) n I I I II DATE: DUE DATE II DATE: w 00 . (o ° Nw : N u. w 0; . _° I-- w , Z P o z w w .0 N ' ° 1 U ' LI O 0 0 1-- z City of Tukwila 'Department of Community Development '{.(Y4t �k�ict'SFt�"t Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: -2- / / 6 1 El Response to Incomplete Letter # DRI Response to Correction Letter # I 2- Revision # after Permit is Issued Plan Check/Permit Number: P 100 0 -- O �7 Project Name: V l i Li v I 1" Project Address: t Z- Cv - 7 CT et Wee y p cc u e Contact Person: l\ l LI i I% k/ ( S L-vt 1 Phone Number: 206 4 3 — .59 Summary of Revision: l-, 4 k' � '' 0) Q 5G t,-i to t t^ j c 4 1 o ,A.- . 10 t, °� v ;mo o, , , v,k - ea u v (- r'.}, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 14 Steve Lancaster, Director RE f - co Ty O ol"-P. of John W. Rants, Mayor C NTFI 06/29/99 00 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41-3670 • Fax (206) 431-3665 re 0 N o co w O1 • p 1 -04 Z F apt, 10 'I w ILI : 0 Department of Community Development Date: 115 c / O ( 0 Response to Incomplete Letter # 0 Response to Correction Letter # a Revision # 2 after Permit is Issued Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 1 o 4 Plan Check/Permit Number: d 2- 000 D 3 RECEIVED CITY OF TUKWILA John W. Rants, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. JAN 3 1 2001 Project Name: M :Li d I PERMIT CENTER Project Address: 12- aA {- e w w & �, : J e Contact Person: p, \o. vi Y l ' Pvta_ c�/o pa.v (? � IA Phone Number: 2. o ( q 3 3 — 8 447 Summary of Revision: a0 d ( � Nec 5 h ..ea v` r t. E ( 1 ∎ -e ' 2 ' 4 e 0 d 4 k f ro v� -1 - P e A , v12 � .. V o 0 P K-1.0 � V--ed e 9 K I0 !� I Elbe)) (Alt len 4 4 4 a1-1 Vrav Wti d w ✓t e. t cap loy c0 `�iv� i tie -2✓'S. e -x Il 64- v.,.c.4- 60(-64:k drawlvt S .P 02.4) 514e4 r 06/29/99 00 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Date: lid- Lil0 City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # 0 Response to Correction Letter # Er Revision # I after Permit is Issued Project Name: O I + Project Address: i 2 ' - 7 q / e 6.02-( f a Contact Person: h / .. `� . ! 5 Plan Check/Permit Number: DZ — 4 f 0 3 "Cloud" or highlight all areas of revision including date of revision Sheet Number(s): Received at the City of Tukwila Permit Center by: [SY Entered in Sierra on `v • O' Phone Number: RECEIVED CITY OF TUKWILA AN 2 9 200:1 PERMIT CENTER John W. Rants, Mayor 7.06 -4133- 898 Summary of Revision: 1 Le .^ a i LAA VNe. Vu-e 1 a 4 La i w t K d o w5 to adder, 6 L t.e O )0 ,24.1 4> D �.. .e. a lf.ezt... o v1 t ' w, ,2 2 i ci. tZ t v 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431.36 00 r , co 0 w w F. W O ILQ I H W 1-O W LU H V' UN I= I» Date: I/ 10/61 City of Tukwila Department of Community Development Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued • Project Name: M 1 HO � 40. Plan Check/Permit Number: � � c H,� � c 0.5 41 4e4rc Nall # co e. &J .Q a a0e),5 9 Oil Summary of Revision: Received at the City of Tukwila Permit Center by: 2 Entered in Sierra on " i t' 0 4?:s RECEIVED CITY OF TUKWILA John W. Rants, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. JAN 1:1 20 . PERMIT CENTER Project Address: I Z- 6 I (4 CT 6%4-4 � ii2v4 Contact Person: Alai l . u c /D Pell Ke �t 4�,l hone Number: Z o G — �t 33—a 4 7 y w1 4 7 l , c Sheet Number(s): 17 et-•1 O -2.- ) 1'4 � hQS Pes 4271-1-A, ` "Cloud" or highlight all areas of revision' including date of re'ision 06/29/99 0 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 LU C 6 2 w W w w o g Z . z 1-y LU D O' N; w w U. _o ILI p_ 0 z • BY: BY: KAISER GATEWAY ASSOCIATES RECEIVED CITY OF TUKWILA AMENDMENT TO LEASE AGREEMENT JAN 1 1 2001 DATED: April 14, 1987 PERMIT CENTER BETWEEN: KAISER GATEWAY ASSOCIATE LANDLORD B0e CZ"? �C.LS ecSn ,46mhirb..eg AND: THE BOEING COMPANY TENANT By written Lease dated November 13, 1986, Tenant leased from Landlord approximately 21,000 square feet of warehouse and office space located in Building 2, GATEWAY CORPORATE CENTER, 12674 Gateway Drive, Tukwila, Washington, 98168 (hereinafter referred to as the "Lease "). NOW THEREFORE, the parties agree as follows: 1. The term of this Lease shall commence February 1, 1987 and terminate July 31, 1992. 2. As of the commencement date, Tenant shall not be obligated to base rental payments for a period of six (6) months, February 1, 1987 through July 31, 1987. Tenant shall continue to be obligated for all other charges and expenses specified within this Lease Agreement. Landlord shall provide additional tenant improvements at Tenant's expense. The improvements are as follows: 1) Install one (1) relite 2) Change relite in dispatch area 3) Seal concrete floor in warehouse 4) Install corner countertop in food service area 5) Install carpet and base in mezzanine area 6) Paint warehouse sheetrocked walls 7) Five (5) phone jacks 8) Two (2) buzzers 9) Install freezer 10) Keyed door lock 11) Two (2) power poles 12) Two (2) thermo fusers for computer room 13) Three (3) 220V outlets 14) One (1) keyless entry 15) Credit for vault door installation The cost of these expenses will be amortized over the lease term and •ii be reflected in the monthly - base•-- r-at stat d in paragraph 4 below. Wit lip.) rent per month 4. Rent, Triple Net Lease, for the term of this Lease shall be as follows: Months Commencement Ending Rent Per Month Base Rent 1- 6 02/01/87 07/31/87 .00 $ .00 7 -42 08/01/87 07/31/90 $15,148.00 $12,172.00 43 -66 08/01/9 07/31/92 $17,842.00 $14,363.00 5. All other terms and conditions of the Lease shall remain in full force and effect. IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first written above. BY: I gig Df/4 144lG CO fl s�cia'- aexrsstet�vs rreislY rr CORRECTION LTR# P2.0c0 .-i.io3 Page Two Donald E. Walker' Very truly yours, JRC :cjf • oseph R. Cuse Vice Presiden'- pecial Projects THE BOEING COMPANY BY: "— DATED: / VIIINIMINNOMP O% ACKNOWLEDGEMENT AND APPROVAL: RECEIVED CITY OF TUKWIIA JAN 1 1 2001 PERMIT CENTER Landlord would be willing to sell said Buildings, and Tenant shall have ten (10) days from the receipt thereof to negotiate the price, terms, and conditions for the purchase of such Buildings. In the event Landlord and Tenant are unable to agree on the price, terms, and conditions for such Buildings within said time period, then Tenant's rights to purchase such Buildings shall terminate, and Landlord shall be free to sell such Buildings for no less than the same price, terms, and conditions. These conditions shall not apply if Landlord joint ventures or retains an interest in Gateway Corporate Center. 4. Landlord agrees to limit the management fee on the existing Lease to Boeing Vending Service in Building 2, of the Gateway Corporate Center, to no more than 3% of the gross monthly rent in the first year during the term of the Lease, and all options. If the foregoing meets with your approval, please so indicate by signing below in the space provided. - Wt � 0 N 0 LL W o . 2 co ' 1- O Z w �0. p Ni 0 F- w W: . 1 - v u z ' ON DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED By LAW AS CONST CONT GENERAL • REGIST. # EXP. DATE CC01. PRECIBI151C2 01/19/2001 EFFECTIVE DATE. 02/22/1985 PRECISION BUILDERS INC PO BOX 99609 DES MOINES WA 98198 -0609 `—_ flcht.1i And REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 PRECIBI151C2 01/19/2001 EFFECTIVE DATE 02/22/1985 PRECISION BUILDERS INC PO BOX 98609 DES MOINES WA 98198 -0609 I SI:( 11 111'c• .._ —._.. — ... — - -- 1 »u..1 h‘ t)1.1'.`.1;'i.\II.N.1 OI• LAts(ik ANN) 11i i:N I'I• :Ili.S Please Remove And Sign IdentitiQatic117 Card Bc[cmt•c Placing III NdaV:E O OZ -Bl -ll W W� D p. •o Di, W W : Oi • W Z `• p t'—` STAIR 1/8 " =1' -0 21' -0° VERIFY a / 0 J JJ FIRST FLOOR DEMO PLAN 42' -0° VERIFY d —JL • N II T � II II II NORTH LEGEND -� P EXISTING WALL TO REMAIN EXISTING WALL TO BE DEMOLISHED EXISTING POOR TO BE REMOVED •H -0 / .•.- \ �xt I. Vl � Cltn l P . ''11j 1j_: y i LQI! =° r /,_ - ...: : r'_, „ tJ [17'. k \\ % h \ GATEWAY CORPORATE CENTER ,uYnt. 1SHEMce (c- i ` I understand that the Pan Check aon,e•als are r -:ub ;= ct o errors approval and omissicns of puns does not authorize the violation ation of any adopted code or ordinance. Receipt of con- tractor's copy of ao G¢ ve,d plans ackncu■ledg= d Date Permit No. --� By Date ?- / - b1 DEFERRED PERMITS KEY PLAN WALE: I /9" = I' -0° VICINITY MAP BUILDING & CODE STATISTICS BUILDING CODE: UBC 97 W/ STATE AMENDMENTS ZONIrmG: M1 BUILDING TYPE: III -N SPRINKLERED OCCUPANCY GROUP: B (OFFICE) AREA OF REMODEL: 13,747 S.F. TAX ID NUMBER: TAX ID NUMBER: IMPROVEMENT COST: $200,000,00 SCEPE OF WORK INTERIOR TENANT IMPROVEMENTS, REMOVE EXISTING NON-BEARING STUD WALLS & PORTION OF 'A BEARING STUD WALL, INSTALL NEW NON- BEARING WALLS, STRUCTURAL BEAM, SUSPENDED ACOUSTICAL CEILING, & LIGHTING. HVAC, PLUMBING, 'FIRE SPRINKLER, 8: ELECTRICAL RECEIVE) CITY OF TUKWI! A 1 200 i PERMIT CENTER NORTH REVISION NU_ 3 PLOT DATE 11/29/00 F: \CAD \8704 -2 \MINOLTA \DEMO -1 Wt, R Z iJ (!i g 3� ;Li goo n W CO 03 SYM DATE DESCRIPTION PROJECT 2,04 -2 II/29/00 SUBMIT FOR T.I. PERMIT DRAWN BY PAUL ERE 2 52•TFCT , INLE ST AT NETON ®mss A I/10/01 REVISED PER CITY LETTE T DATED I/5/01 DATE 11/01/00 CHECKED BY DAVID' DATE 11/01/00 II II II Z y Z ni Q O 6 t A TENANT IMPROVEMENT FOR: MINOLTA GATEWAY CORPORATE CENTER BLDG 2 12674 GATEWAY DRIVE SEATTLE, WASHINGTON I11 �lllilllll PHONE (206) 433 -8997 PI FAX (206) 246 -8369 12720 GATEWAY DRIVE SUITE 11 SEATTLE, VVASHINGTO 9 8 1 6 8 0 IT-0" - OFFICE [291 • v • 4D E D EXIST. O 2' -10" RECEPT. 2" HIGH WALL SEE DTL. 10/F -2 COUNTER STORAGE 1311 3 OCCUPANCY FILL IN EXISTYT OPENING WI 5/=' GYP, ED. BON NOES STEEL STUDS, FINISH SMOOTH 4 FLUSH 0071-1 - IDES PARTS TRAINING [ 22 1 HALL 6 OCCUPANCY 23- Il 'TYP.. 16 e TRAINING I 25 I lb OCCUPANCY 20' -0" 14 II" 5' -0" 32' -0" ! � p T(P. D DEMO 1241 D EDGE OF MEZZANINE AEO II' -3" 22' -6 HALL I WALL COMPUTER PHONE 12 •••• ExIST'G STAIR [281 NEW CONCRETE SIDEWALK 1.5 50' -0" EDGE OF EXIST'G SIDEWALK — � FLOOR PLAN o, NORTH 2.5 50' -0" EXIST'G STAIR H ,. 0 RELITE SCI - FERULE (D ®3 WALL HS U) x 8' 14 W/ SAFETY GLASS 3' -0" W. X 5' -0" H. SILL 6 3' -0" AFF. W/ SAFETY WITHIN 24" OF DOORS FRONDE E WIDE PLASTIC LAMINATE COWER CENTERED ON WALL 50' -0" ED, KEY PLAN N.T.S. NORTH m 0 a • • � Min BUILDING AND CODE STATISTICS: BUILDING CODE: WOO '91 W/STATE AMENDMENTS ZONING: Ml BUILDING TYPE: III -N SPRINKLERED OCCUPANCY GROUP: B(OFFICE) AREA OF REMODEL: 2,15555 SF. TAX ID NUMBER: 0004E0 -0015 IMPROVEMENT COST: r5p00 SCOPE OF WORK: INTERIOR TENANT IMPROVEMENTS, REMOVE PORTIONS OF EXISTING NON - BEARING STUD WALLS, INSTALL NEW NON - BEARING TENANT WALLS, INSTALL CABINETRY AND FINISHES. DEFERRED PERMITS: HVAC MODIFICATIONS, SPRINKLER MODIFICATIONS, ELECTRICAL. ENERGY CODE: 1. NO CFIAPGE TO BUILDING ENVELOPE (EXISTING SPACE IS CONDITIONED, 2. LIGHTING TO MAXIMIZE ALLOWABLE WATTAGE WITH DUAL LEVEL SWITCHING AND MAXIMUM LIGHTING FOR SWITCH AT 80% OF 20 AMP. ROOM SCHEDULE, ROOM •S: I TRES 1,14,15, 51 TNRI63, 4 66 THR110: FLOOR - CARPET BABE - 4° RBBER WALLS - PANTED GYP. BD. CEILID: EXISTNS 2'X4' SUSPENDED, REPLACE DAMAGED GOD 41ILES ROOM'S 6,2,323,29 FLOOR - CARPET BASE - 4° RIMER WALLS - PAINTED GYP. ED. CEILEY: 2714' SUSPEND ACOUSTICAL ROOM ". 24 FLOOR - CARPET BASE 4° RIBBER WALLS - PAINTED GYP: ED. CEILEY6 EXISTED 2'X4' SUSPENDED, REPLACE DAMAGED GOD 4 TILES, ALSO .^,n BLLSFM3ID'eD CEILING TO MATCH 4 AL Kai W/ EASTER CEILING ROOM 5: 160)5,010 FLOOR - EXISTS. VET, REPLACE DAMAGED TILES BASE 4° RBBER WALLS - PANTED GYP. BD. 0411 Y: EXIST.. 2544' SUSPENDED, REPLACE DAMAGED GOD 4 TILES':. RCCM': 21 FLOOR - EXISTED COSIE54TE, RESEAL WALLS - 2 WALLS NEW PAINTED GYP. BD. 4 2 WALLS 065246 GYP. BD. NEW PAINT CEILE.: EXIST.. EXPOSED ROOF STRICTURE ROOM': 10, IL 64,65 FLOOR - EXI5T66 BEET VINYL BASE - 5° COVED SHEET VINYL '.. WALLS - EXIST.. GYP. BD: REPAIR I REPAINT CEILD EXISTED GYP: ED. REPAIRS REPAINT WAINSCOT: EX16T50 PLASTIC LAMINATE FAXMy9 t28 .E , FLOOR - E XISTED OCT BASE - 4 ° RIBBER WALLS - EXI515O GYP. BD. REPAIR' REPAINT CEILING - DUSTSD SUSPENDED ACOUSTICAL REPLACE DAMAGED GOD GOD 4 TILES 1READS. I RNERS: EXISTING RIMER ROEM 4 9: 22,25, 26,21 FLOOR - VOT BA5E - 4° RIBBER WALLS - PAWS) GYP. ED. CEILING 2'44' 64162002 ACOUSTICAL t ROOM"5: 30 FLOOR - EXISTING CONOVIE BASE - NONE WALLS - EXISTS. FEE TAPED GYP. BD. 4 EXPOSED CONCRETE 4 NIEU SIRE TAMED GYP. BD. CEILING: 2X4' 011550 ACOUSTICAL.. DOOR SCHEDULE (REUSE EXISTING DOORS AND FRAMES, RE-SAND AND V4R41644 AS REQUIRED) I: PAIR 3 AIDDIZED AL16156411 DOOR LOCK AUTOMATIC FLUSH BOLT, I° UNSILATED GLASS, PULLS, CLDBEI* THRESHOLD, LLEATVERSTRIPPED, 4 SIGN 'THIS DOOR TO REMAIN INLOCKED DUKE. BUSINESS HOURS' 2 4 23: PAIR 3'X1' SOLO CORE WOOD, DOOR METAL JOB, AUTOMATIC RUSH BOLT, 3 PAR OUTTS, LATQ BET 3, 4, 6, 5 0 II.12, I3, n, 18, 21, 22,25, 3L 32, 33, 34, 35, 36, V1.36.39. 4 44: 358' SOLID CORE WOOD DOOR METAL JAM, I I/2 PAIR BUTTS, LATCHSET,3 SILENCERS 5 41: SOLID COED 600D DUTCH DOOR PETAL JAMB, 2 PAIR BUTTS, BOLT, LOCKSET, 4 SILEICER6 UEATNERSTOPPS., S BBSNCLD 9: 3311°, SOLID CORE 64005 DOOR, METAL JAMB, I V2 PAIR BUTTS, LOCKSET, 3 SIL0'KER5 Q 15,16: PAR 350' SOLID CORE WOOD DOOR METAL JAB, FLU54 BOLT, 3 PAIR BUTTS, CLOSERS, LOCKSEL WEATI ERSTOPPMG, iBTES4OLD 14, IS, 20, 24: 3X1' SOLID CORE WOOD DOOR METAL .JAMB, 2 PAIR BUTTS LCCKSET, UEATVERITRIPPEO, 4 TNRESI5LD' EI : EXISTII6 3'X1' *CAVED 41IM5411 STOREFRONT DOOR WV CLOSERS, I° S4S LATER 5A'ETY 62.444 E EXISTED XII I SOLID CORE WOOD DOOR E EXISTED STEEL SECTIONAL DOOR 0X16046 3'01' 4IOLLOW METAL DOOR EGEND EXISTING WALL NEW STEEL STUD WALL TO UNDERSIDE OF CEILING 3 I/2" STEEL STUD x 25 GA W/5/8" GYP. BD. EACH WIDE NEW STEEL STUD WALL WITH SOUND INSULATION FORM TYPE/ CAULK AT BASE, 2' -0" E.S. AT CEILING WITH SOUND BATTS. EXISTING. WALL TO BE REMOVED. NEW DOOR OCO' Y R ECew EO cln of ,� "� „- J '!; 2 y PERMIT CENTER q F= EXISTING. DOOR EXISTING DOOR TO BE REMOVED . �i` FOUR -PLEX OUTLET g DUPLEX OUTLET • WALL TELEPHONE MUDRING, CONDUIT AND PULL STRING ONLY. A DATA OUTLET I J -BOX FOR POWER AND /OR PHONE # EXISTING DUPLEX OUTLET A EXISTING WA'_L TELEPHONE , HONE OUTLET, MUDRIN CONDUIT AND PULL STRING ONLY. CITY Of TUKV110. A EXISTING DATA OUTLET p?°RO POWER POLE 0 ILLUMINATED EXIT SIGN AN 31 531 E EXISTING N I1 L11 f_ N NEW D DEDICATED PE. .FIRE. EXTINGUISHER (EXISTING) FLOOR DUPLEX OUTLET, 120V FLOOR TELEPHONE OUTLET, PEDESTAL , CONDUIT AND PULL STRING ONLY. O FLOOR DATA OUTLET, PEDESTAL, CONDUIT AND PULL STRING ONLY. EXHAUST FAN S ELECTRICAL SWITCH . • 220 AMP CUTLET PLOT DATE 1/25/01 F' \ CAD \8704 -2 \MINOLTA \T -1 T- 1 MTL PAINTED BLACK FASTENED • MAX 6" OC. SOUND CAULK PRIOR TO ATTACHING GYP. BD. O PERIMETER OFFICE TO WARM -IOUSE SCALE: I -V2" BLOCK • GRID FOAM TAPE • WALL PANT EXTERIOR FLAT BLACK 2 12" RUBBER BASE e CA 22" WIDE SOUND BATTS EA. SIDE WALL • SOUND WALL WALL " 1 SECTION 4 airy ' CCNT. METAL TRO'1. ACOUSTICAL BLMKET • SOUND WALL. CAULK GYP. BD. TO • ALL SOUND AND F NU L. WALLS STEEL SW BRACE • 8'- 0" 00.10 ROOF PIRLM - ATTACH TO TOP OF WALL AND PURLN BATT INSULATION - R-11 - VERIFY Ill/ENERGY CALCS. TYR OFFICE WALL FRAMNG W/BATT NSULATION 31/2 25 GA STEEL STUDS • 24' 0/C 5/8° GYP. BD. EACH SIDE FOR WALLS GREATER THAN 8'- 0' IN WIDTH WITHOUT AN NTER5ECTING WALL, PROVIDE 12ga. WIRES SPLAYED • 45 TO AN EYE SCREW • ROOF AND TOP OF WALL 5/8" GYP. BO. (TYPE ')<' • FRE RATED IU4LLS.) 10-0° SECTION PANT 3/4° x 2" FILLER BLACK GASKETS 1/4" EACH WIDE CF FILLER WALL TO MULLION SCALE: I -12" SEcTICN I WN -JAM$ SIM. I INSULATED GLASS N HOLLOW METAL /2218 2x2x6', CAULK BOTH SIDES PLASTIC LAMINATE 5/8" GYP. BD. BOTH SIDES OVER 6" STEEL STUDS' 4 MILL VAPOR BARRIER SILL BELOW DEEP LLEG TRACK SILL AND CEILING - DO NOT ATTACH GYP. BD. TO TRAGIC STEEL STUD- ATTACH GYP. BD. SEC:ICN SECTION WALL TO WINDOW •(-8 F. I/O" = 1'-0' INTERIOR DOOR JAMB SCALE: 1 -W2° = 1'-0" SILL BELOW DEEP LEG TRACK ATTACH • SILL AND OEILNG GYP. Ea. TO STEEL TRACK PROVIDE 1/2" AIR SPACE TO STEEL SW AND ATTACH GYP. BD- TO SW TAPING Ca POND OVER PAPER - COYERED COFSER BEAD. ®WALL TOS LAB SECTION SECTION EXIST'C STAIR I 2S I ■1111 III • 1�I�IFI OFFICE 51I 141 0" 10' -0" IN -N" X SECOND FLOOR PLAN I0'-0" I, 10'-0 " MEN 164 10' -0' E HALL 631 10 -0 EXIST'C; STAIR I SUPPLY 162 1 +4 43414s" 12' -0" NEW STOREFRONT WNP 4U W/ 1" INSULATED GLASS N ANODIZED ALUMINUM FRAME, U=0.60 M 4 SHGC•044 MIN.' COLOR TO MATCH DUSTING, ® SILL a 2' -5" AFF. 4 8' -0" APR. TO MATCH EXISTING WINDOW VERIFY. X MN. OPEN OFFICr 1'-6" 5'- KEY PLAN NIS. I— INSULATION i2= GYP? BD- OR I CEILING TILES BRACED OR STRAPPED TOGETHER TO PROVIDE AIR TIGHT ENCLOSURE W /INSULATION ABOVE - STEEL STUD FRAMING AS REQUIRED FOR RECESSED LIGHTS IN AN INSULATED SUSPENDED CEILINGS LICIT FIXTURE PROTECTION SCALE 1-1/2 T-0' SECTION FOR WALLS GREATER THAN 8'- 0" IN WIDTH WITHOUT AN NTERSECTNG WALL, PROVIDE 12ge. WIRES SPLAYED • 45 TO AN EYE SCREW • ROOF AND TOP OF OVAL ATTACH TOP RUNNER TRACK TO CEILNG GRID WITH 2 - °6 xI " LONG SOB.* AT 2' -0" OL. TYPICAL STUDS - 3 12 ", 25GA. WIPE. e 24' 00 (FOR WALL INSULATION SEE PLAN) 5/8• GYP. BD. F.A. SIDE (FLUSH FINISH) SECTION aT WALL TO REFLECTED CEILIi PARTIAL HEIGHT WALL SCALE 02Q ' (03 LEGEND EXISTING WALL FE. NEW STEEL STUD WALL TO UJD£RSIDE OF CEILING 3 1/2" STEEL STUD x 25 SA W/5 /SU GYP. BD. EACH WIDE NEW STEEL STUD WALL WITH SOUND INSULATION FORM TYPE/ CAULK AT. BASE, 2' -0" ES. AT CEILING WITH SOUND. BATTS. EXISTING WALL TO. BE REMOVED. NEW DOOR EXISTING DOOR A EXISTING DATA OUTLET POWER POLE PP XI ILLUMINATED EXIT SIGN E EXISTING N NEW D DEDICATED FIRE EXTINGUISHER (EXISTING) PI IlT DATE 1 /19/01 —I Li? /2 CLEAR OAK CAP 1/2°X2° CLEAR OAK CASNG 8015 SIDES 5/8' GYP. BD. 80114 2X4 • 24° 00. 2 12'X2 12 STEEL''. ANGLE • ENDS 4 MID -POINT OF WALL, EI"IRFO 6° CONCRETE EXISTS CONCRETE SLAB SEE REFLECTED® CEILING PLAN EXISTING. DOOR TO BE REMOVED z FOUR -FLEX OUTLET, - 1201/ 2 DUPLEX CUTLET, 120V • WALL TELEPHONE OUTLET, MUDRING, CONDUIT AND PULL STRING A DATA OUTLET, MUDRNG, CONDUIT AND FULL STRING ONLY. • J -BOX FOR POWER' AND /OR PHONE FLOOR DUPLEX OUTLET, 12NV FLOOR TELEPHONE OUTLET, PEDESTAL , CONDUIT AND FULL STRING ONLY. FLOOR DATA OUTLET, PEDESTAL, CONDUIT AND PULL STRING ONLY. -^ SECTION R GE1� p CITY O .1i. 1 PERMIT CENTER EXISTING DUPLEX CUTLET, 120V A EXISTING WALL TELEPHONE OUTLET, MUDRING, CONDUIT AND PULL STRING GM Of WWI) kynoto ,1At■ 3 1 MI I`u t.o E. \ CAD \8704 -2 \ MINOLTA \T -2 E. 9 E-4 G4 g g 1-4 CO E. 00 Z W E. 50' -0" EX ST'G CEILING NO CHANGE -!I •uiii 111111111 111111:111 MUM minammmemaiNELERnmomimmiamps 111111►1111 AINUM 1►11IIMMINIF1 11111111111111111111111111111111 1 11► rUi11111EIIEIIiIiF IMW11121 11111111111111111M11111111111111111 1111111 IWAIM1111►.1111�1 IIIIMI 111111111IE1E 11H1111111111I11111I ..la. .►.�4 %1•.141. 111111.111111FA EN111 111111WAIIN ► 411111111MBE mmulaMEM111111111111111111111111I 6111111111111 IM :1 II I IA MI W ir EXIST'G GYP. BD. C u I' REPAIR t REPANT A ,� - 1 11 ! - II � = - P 7 NEW SUSPENDED ACOUSTICAL CEILING, ALIGN WI EXISTG CEILING MALL R -19 BATT INSULATION ON TOP OF TILES, TENT ALL LIGHT FIXTURES, SEE DETAIL 9/1-2 NO CHANGE TO LIGHTNG NIG NO CHANGE TO LIGHTING EXIST'G GYP. BD. CLG REPAIR 4 REPAINT? EXIST'G CEILING NO CHANGE EXPOSED ROOF STRUCTURE RELOCATE EASING LIGHTING AS REQUIRED x O 0 0 REFLECTED CEILING PLAN 1/B" =1' -0" GRID 4 TILES T. CEILING LACE DAMAGED NORTH EXPOSED ROOF STRUCTURE RELOCATE EXISTING LIGHTING AS REQUIRED 0 EXIST'G SO.. ACCOST. CEILIWs REPAIR OR REPLACE DAMAGED GRID 1 TILES LIGcNTING LEN AND CALCULATIONS I><I h I 2' X 4' NEW 3 -TUBE FLUORESCENT 142 FIXTURES x ES WATTS = 12,496 WATTS 2' X 4' EXISTING 3 -TU1SE FLUORESCENT TO SE REUSED 11 FIXTURES x SS WATTS = 1,406 WATTS F - 1 2' X 4' EXISTING 3 -TUSE FLUORESCENT TO BE REMOVED AND STORED OR REUSED 2' X 2' EXISTING 2 -TUBE FLUORESCENT TO BE REUSED LN is FIXTURES x 50 WATTS = 900 WATTS TOTAL 14,892 WATTS ALLOWABLE UJATTA&E OFFICE = 13,534 SF. x 12 = 16,241 WATTS STORAGE = 3,151 SF. x 0.5 = 1,590 WATTS TOTAL = T1,831 WATTS LECIEND EXISTING WALL NEW STEEL STUD WALL TO UNDERSIDE OF CEILING 3 1/2" STEEL STUD x 25 GA. W/5 /8" GYP. BD. EACH 5IDE NEW STEEL STUD WALL WITH SOUND INSULATION FORM TYPE/ CAULK AT SASE, 2' -0" ES, AT CEILING WITH SOUND BATTS. = = == NON - BEARING STEEL STUD WALL TO UNDERSIDE OF SUSPENDED CEILING. NEW DOOR Nr EXISTING DOOR _ EXISTING DOOR TO BE REMOVED t FOUR-FLEX OUTLET DUPLEX OUTLET WALL TELEPHONE OUTLET, MUDRING, CONDUIT AND PULL STRING ,ONLY: A DATA OUTLET 0 J -BOX FOR POWER AND/OR PHONE 1 EXISTING DUPLEX OUTLET Ps A EXISTING WALL TELEPHONE OUTLET, MUDRING, CONDUIT AND PULL STRING O M ONLY. CO CO A EXISTING DATA OUTLET I I ISF POWER POLE N XI ILLUMINATED EXIT SIGN _ E EXISTING O O N NEW vv D DEDIGATED' FE. FIRE EXTINGUISHER (EXISTING) S LIGHT SWITCH 2 RECEIVED an oF AN i :.. PEWIT - CENT. WORN ',ITV 00 ONO PLOT DATE 12/14/00 F: \CAD \8704 - 2 \MINOLTA \T - 3 h W X z � 0 z U 1 N E-1 co E-a r—I 4 T -3 DETAIL 1 =1' -0" EXIST'G PLYWD. 5110G. REMOVE EXISTG PLYWD. 4 204 STIFFENERS o NEW SKYLIGHT OPENING NXN DF.'I Of SIMFSON HUSS MAX EACH END EXIST NOUN PURLIN a S' -0" O.C. 1/8”.4-0" SELF FLASHING DOUBLE DOME ACRYLIC SKYLIGHT W/ INSULATED ALUMINUM FRAME W/ INTERIOR CCNDESATE GUTTER a DRAIN REPAIR ROOFING 3 1/2" STEEL DIAGONAL BRACE 9 -0" APP. VERIFY.. EXIST'G 5U5P. ACOUST CEILING 2X6 PANTED CLEAR WOOD TRIM DETAIL 2 II I I II 1 / II II � it EXIST'G GYP. BD. CLG. REPAIR 4 REPAINT NO CHANGE TO LIGHTING SECOND FLOOR REFLEDTED CEILING PLAN 5/5" GYP. BD. OVER 3 IR" STEEL 51U06 B 24" O.G. ATTACH TO EXIST'G FURLN N NEW 8X5 JOISTS NOTE- L USE N SEISMIC AREA AS REOD BY CODE 2. SUPPORTING WIRES TO EN 4 5 GAa4' -0• P/C CONNECTED TO BOTTOM CHORD OF TRUSS W/ I V4° EYE SCREWS. EMBED I° MN. CROSS RUNNER MAIN RIMER. DETAIL 2 NO SCALE 30 TALL 92 GAVERTICAL WIRE CONNECTED TO MAN RIMER 4 TO STRICTURE ABOVE NSTALL A SECTION CF R EID STEEL CONDUIT UNERTIC4L DARE FINING THE CENTER OF PIPE PIPE TO RIN FROM TOP OF TEE TO BOTTOM OF STRICTURE ABOVE. WRAP END OF VERTICAL *ARE AROUND PIPE BOTTOM, SEE ATTACFED TABLE FOR FIFE SIZE TALL 92 GA WIRE CROSS BR4CN6 14 EA PLANE E OF MAN RUNNER *12'4Y 0/C s 45 ANGLE N BOTH DIRECTIONS UNTIE FIRST POINT WATNN NU' -0" FROM EA WALL TABLE FOR PIPE SIZNG 1'U - EMT CONDUIT- ACCEPTANCE TO 4'-0" 3 4 ° - EMT CONDUIT- ACCEPTANCE TO 5" -2" I° - EMT CONDUIT- ACCEPTANCE TO 1'4" - EMT CONDUIT- ACCEPTANCE TO UT-Y. 1'/? - EMT CONDUIT-ACCEPTANCE TO 9' -10' 2 EMT CONDUIT- ACCEPTANCE TO 3° - EMT CONDUIT - ACCEPTANCE TO 20 -2 " 4° - EMT CONDUIT-ACCEPTANCE TO 26'-0' MOST OF TIE ABOVE IS TYPICALLY STOCKED N10 LENGTHS. COUPLNGS ARE AVAILABLE &ERE NC-CM/ART. VALUES ARE BASED UPCNI STANDARD CALCULATIONS AND CAN BE SUBSTANTIATED BY AND INGINEERM ARM II II I II > I I>< ,r =I— :H; 1 it it II � III II IXI II 1 II1 1/�1, " 1/Il 1 DUSTING 2x4' SUS?. ACOUSTICAL CELNG REPLACE DAMAGED GRID E TILES LIC NTINCx LEEND AND CALCULATIONS ICJ 2 X 4' NEW 3 -TUBE FLUORESCENT 142 FIXTURES x SS WATTS = I2,45N WATTS 2 X 4' EXISTING 3 -TUBE FLUORESCENT TO BE REUSED 11 FIXTURES x as WATTS = LOSS WATTS I --- 2' X 4' EXISTING 3 -TUBE FLUORESCENT TO BE REMOVED AND L STORED OR REUSED `D o 2' X 2' EXISTING 2 -TUBE FLUORESCENT TO BE REUSED 18 FIXTURES x 50 WATTS = 500 WATTS EXI11 TOTAL 14,592 WATTS ALLOWABLE WATTAGE OFFICE = 13,534 S.F. x 12 = 15241 WATTS STORAGE = 3,I6I SF. x 05 = 15SO WATTS TOTAL = 1,031 WATTS LEGEND EXISTING WALL NEW STEEL STUD WALL TO UNDERSIDE OF CEILING 3 I/2" STEEL STUD x 25 GA. W/5 /S" GYP. ED. EACH SIDE NEW STEEL STUD WALL WITH SOUND INSULATION FORM TYPE/ CAULK AT BASE, 2' -0" E.S. AT CEILING WITH SOUND BATTS. = = —= NON - BEARING STEEL STUD WALL TO UNDERSIDE OF SUSPENDED CEILING_ = F= NEW DOOR V EXISTING DOOR EXISTING DOOR TO BE REMOVED • FOUR -FLEX OUTLET • DUPLEX OUTLET �A WALL TELEPHONE OUTLET, MUDRING, CONDUIT AND PULL STRING ONLY. A DATA OUTLET 4 J -BOX. FOR POWER AND /ORPI -IONE EXISTING DUPLEX OUTLET A EXISTING WALL TELEPHONE OUTLET, MUDRING, CONDUIT AND PULL STRING ONLY, A EXISTING: DATA OUTLET f�F POWER POLE ILLUMINATED EXIT SIGN E EXISTING N NEW D DEDICATED F.E . FIRE EXTINGUISHER (EXISTING) S LIGHT SWITCH RECeIV PERMIT CENTER PLOT DATE 1/22/01 F: \CAD \8704- 2 \MINDLTA\T -4 4 a z 0 Q a 0 NORTW SECTION A T.5.4 X 4 X 1/4 BASE 123/4 X 10X10 W/ 4 - 3/44 X 11" AB. ---\ SECOND FLOOR PLAN 1/8 " =1' -0" EXIST'* PLYUA. UNDERLAYMETT I SHITG. EXIST* 2010 a 24" O.C. 3IMPSCN ST6224 c lE FACE 6 3/4 X 21 GIB. FOG. 3' -6" X 3' -6 ". W/ 45EUU. SAW -CUT EXIST* SLAB EXIST'0 2X10 • 24 SIMP50N N 25 • 24" O.C. SECTION B 3/4" =1' -0" EXIST* WALL EXISTG PLYWA- FLOORNG 2X10 BLOCKING 16d TOENA L a 00 3/4 X 21 GLB 3 GENERAL NOTE LALL MATERIALS, WORJOlANSHIP, DESIGN. AND CONSTRUCTION SHALL COPFORt1 TO THE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE UNIFORM BUILDING CODE (1991 EDITION). 2. CONTRACTOR SHALL PROVIDE TEMPORARY SNORiN 3 AND BRACING FOR THE STRICTURE AND STRUCTURAL COMPONENTS_ UNTIL ALL FINAL CONNECTIONS NAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS, 3, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIOIJES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM NIS WORK 4. ALL NAILNG SHALL BE PER WC TABLE 23-II-B-1 UNLESS NOTED OTNERMSE CODE: UNIFORM BUILDING CODE LIVE LOADS: FLOOR_50 PSF * 20 PSF PARTITION FOUNDATIONS: ASSUMED SOIL BEARING = 2000 FOF CONCRETE: Pc = 2500 pat FOR P00003S, FOLNDATION. MAX SLUMP = 3" PLUS OR MINUS I" AMMAN 5 5ACKS CEMENT PER ClL YARD MXNG AND PLACING OF ALL. CONCRETE SHALL BE IN ACCORDANCE WIT4 THE UBC AND AG CODE 310, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 3/4" CHAFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE CN ARCHITECTURAL DRAWINGS... REINFORCING STEEL ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 EXCEPT AS NOTED FOR. WELDED REBAR SLAB DOWELS SHALL BE GRADE 40 (Ty .40,000 psI). OTHER RESFORCIN0 SHALL BE GRADE 50 0'9.60000 psi/. LAP CONTINUOUS RERIFORCMG BARS 36 BAR DIAMETER N CONCRETE; M MNIMIN UNLESS NOTED OTHERWISE CORNER BARS WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI DETAILING MANUAL. WIRE MESA SHALL CONFORM TO ASTM A -52 OR A -185. COVER TO RESFORCETIENT TO BE FOOTRYa5 a INCHES PORMED SURFACES -- WEATHER FACE —I 1/2 INCHES INTERIOR FACE.' /4 INCHES EART14 FACE INCHES 12DOo- '-Fb3 STRUCTURAL STEEL: ROLLED STEEL SHAPES SHALL CONFORM TO 4501 A -36 lry ° 36 000 p0). WELDS NOT SPECIFIED SHALL BE I/I6" CONTINUOUS FILLET MNWMUM. ALL WIELDS TO BE BY WABA. CERTFIED WELDERS. USE FRESH 510 ELECTRODES. 0ACNINE BOLTS TO BE A -301. FABRICATION MD ERECTION SHALL BE IN ACCORDANCE WITH A15 FABRICATION AND ERECTION SPECIFICATION AND CODE OF STANDARD, CUR.ENT EDITION. FRAMING LUMBER BASE DE51G4 VALUES: 2 X 6 STUDS 1-P2 6 X 8 BEAM HP1 LUMBER NOT NOTED TO BE DF. 4 OR BETTER ALL GRADES SHALL CONFORM TO WJUPA GRADE RILES FOR WESTER) LUMBER -- -MOST RECENT EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY. SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE'': CONTENT INS AT NSTALLATION FOR ALL LUMBER STEEL HANGERS TO BE SIMPSON OR APPROVED EQUAL. FASTEN ALL HAMMERS AS SPECIFIED BY MANUFACTURER UNLESS NOUN. GLU LAMINATED WOOD MEMBERS: GLU - LAMINATED WOOD BEAM. KILN DRIED, INDUSTRIAL APPEARANCE. STRESS GRADE COMBINATION 24 -F -V4 (IS - 2400 pair N =190 pHO AT SIMPLE SPAN BEAMS. 51P.E50 GRADE COMBINATION 24F -V8 AT CANTILEVERED BEAMS (rb = 2400 pat, r = 190 p0U. GLU -LAMS MIDST BE OBTAINED FROM AN AITC OR APA -ENS APPROVED FABRICATOR SUBMIT SHOP DRAWINGS TO ARCHITECT MD STRUCTURAL ENGINEER PRIOR TO FABRICATION. FABRICATE BEAMS IN ACCORDANCE WITH AN51 /AITC A 190.1 PLOT DATE 1/10/01 RECEIVED CITV GF illnni n PERMIT CENTER Y 4 F \ CAD \8704 - 2 \ MINOLTA \T - 5 3 co co ra • N .0 ot 50' -0° 50'-0' / 25' -0" 25' -0" " 25' -0 25' -0" ' / 32' -I" t VERIFY / 42'-0 " VERIFY / 16 -3" VERIFY / / 4' -10" 32' -6" 4 -$�� 1' 6X1 / SE 6 3/4X11 GLB. ION AR -5 6X8 EXIST'G SW BEARNCs WALL 5/8 GYP_ 8D- BON SIDES 2X6 a 24° 0.C- - r° I a I SECTION BEAM L O nO zI ZZ 4 EXIST'G G.LB. 4 EXIST' G. 4, EXIST'G G15. )NI19IX e , 4 / EXIST'* GLIB. 4 EXIST'G GLB - B °Jd..c'L-G - . / 0 0 49 - ,LL SSW1b1 9301 1 9.191X3 II ill 3 Q as m X NORTW SECTION A T.5.4 X 4 X 1/4 BASE 123/4 X 10X10 W/ 4 - 3/44 X 11" AB. ---\ SECOND FLOOR PLAN 1/8 " =1' -0" EXIST'* PLYUA. UNDERLAYMETT I SHITG. EXIST* 2010 a 24" O.C. 3IMPSCN ST6224 c lE FACE 6 3/4 X 21 GIB. FOG. 3' -6" X 3' -6 ". W/ 45EUU. SAW -CUT EXIST* SLAB EXIST'0 2X10 • 24 SIMP50N N 25 • 24" O.C. SECTION B 3/4" =1' -0" EXIST* WALL EXISTG PLYWA- FLOORNG 2X10 BLOCKING 16d TOENA L a 00 3/4 X 21 GLB 3 GENERAL NOTE LALL MATERIALS, WORJOlANSHIP, DESIGN. AND CONSTRUCTION SHALL COPFORt1 TO THE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE UNIFORM BUILDING CODE (1991 EDITION). 2. CONTRACTOR SHALL PROVIDE TEMPORARY SNORiN 3 AND BRACING FOR THE STRICTURE AND STRUCTURAL COMPONENTS_ UNTIL ALL FINAL CONNECTIONS NAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS, 3, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIOIJES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM NIS WORK 4. ALL NAILNG SHALL BE PER WC TABLE 23-II-B-1 UNLESS NOTED OTNERMSE CODE: UNIFORM BUILDING CODE LIVE LOADS: FLOOR_50 PSF * 20 PSF PARTITION FOUNDATIONS: ASSUMED SOIL BEARING = 2000 FOF CONCRETE: Pc = 2500 pat FOR P00003S, FOLNDATION. MAX SLUMP = 3" PLUS OR MINUS I" AMMAN 5 5ACKS CEMENT PER ClL YARD MXNG AND PLACING OF ALL. CONCRETE SHALL BE IN ACCORDANCE WIT4 THE UBC AND AG CODE 310, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 3/4" CHAFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE CN ARCHITECTURAL DRAWINGS... REINFORCING STEEL ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 EXCEPT AS NOTED FOR. WELDED REBAR SLAB DOWELS SHALL BE GRADE 40 (Ty .40,000 psI). OTHER RESFORCIN0 SHALL BE GRADE 50 0'9.60000 psi/. LAP CONTINUOUS RERIFORCMG BARS 36 BAR DIAMETER N CONCRETE; M MNIMIN UNLESS NOTED OTHERWISE CORNER BARS WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI DETAILING MANUAL. WIRE MESA SHALL CONFORM TO ASTM A -52 OR A -185. COVER TO RESFORCETIENT TO BE FOOTRYa5 a INCHES PORMED SURFACES -- WEATHER FACE —I 1/2 INCHES INTERIOR FACE.' /4 INCHES EART14 FACE INCHES 12DOo- '-Fb3 STRUCTURAL STEEL: ROLLED STEEL SHAPES SHALL CONFORM TO 4501 A -36 lry ° 36 000 p0). WELDS NOT SPECIFIED SHALL BE I/I6" CONTINUOUS FILLET MNWMUM. ALL WIELDS TO BE BY WABA. CERTFIED WELDERS. USE FRESH 510 ELECTRODES. 0ACNINE BOLTS TO BE A -301. FABRICATION MD ERECTION SHALL BE IN ACCORDANCE WITH A15 FABRICATION AND ERECTION SPECIFICATION AND CODE OF STANDARD, CUR.ENT EDITION. FRAMING LUMBER BASE DE51G4 VALUES: 2 X 6 STUDS 1-P2 6 X 8 BEAM HP1 LUMBER NOT NOTED TO BE DF. 4 OR BETTER ALL GRADES SHALL CONFORM TO WJUPA GRADE RILES FOR WESTER) LUMBER -- -MOST RECENT EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY. SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE'': CONTENT INS AT NSTALLATION FOR ALL LUMBER STEEL HANGERS TO BE SIMPSON OR APPROVED EQUAL. FASTEN ALL HAMMERS AS SPECIFIED BY MANUFACTURER UNLESS NOUN. GLU LAMINATED WOOD MEMBERS: GLU - LAMINATED WOOD BEAM. KILN DRIED, INDUSTRIAL APPEARANCE. STRESS GRADE COMBINATION 24 -F -V4 (IS - 2400 pair N =190 pHO AT SIMPLE SPAN BEAMS. 51P.E50 GRADE COMBINATION 24F -V8 AT CANTILEVERED BEAMS (rb = 2400 pat, r = 190 p0U. GLU -LAMS MIDST BE OBTAINED FROM AN AITC OR APA -ENS APPROVED FABRICATOR SUBMIT SHOP DRAWINGS TO ARCHITECT MD STRUCTURAL ENGINEER PRIOR TO FABRICATION. FABRICATE BEAMS IN ACCORDANCE WITH AN51 /AITC A 190.1 PLOT DATE 1/10/01 RECEIVED CITV GF illnni n PERMIT CENTER Y 4 F \ CAD \8704 - 2 \ MINOLTA \T - 5 3 co co ra • N .0 ot WALL ELEVATION GATEWAY CORPORATE, CENTER BLDG. 2 12674 GATEWAY DRIVE SEATTLE, WASHINGTON 00 e e aee B ' GHgSSF eaa .-1,,,,„ ° • o� e ti ,, • ; °o H s �5 O m y� m ° 21 ,: a a o a� ° o� m e a ''3'IDNAL Epl�m m a s 0 e e e - FhOne 425.544 -8400 Fax 425. 544 - 0463 Lincoln Center Business Park /555 718th AVEOUE N.E. a f/e ue WA sa0c4 DRAWN BY: F.G. REVISION EDITION CHECKED BY: A.G. DATE: 01 -05 -2001 2 3 K 6 A C O CONSULTING STRUCTURAL ENGINEERS 4 (::::,) r ■ ICY w ,p (P MATCH EXIST. -ED ■,, . CIVL 00E tpwreL a" 2 5TUPS f51;161 Fite '.., :34 5 et, A-. !MtrAD '314' " SCP.011 WL . -*c.nop *.r5 s . h 7 ."- 1 e 12., 5/Fin WI -k P o L_ ., T : . LIFLICRAIW ."ETIMEON & AS,90CLATES, INC. CONSULTING ENGINEERS ...cc-1,o R5 - I 7.• 1E05 12TH AVENUE • SUITE 18 C-..,..,ATED NV gl...1.- eA•c_SLI . SE:ATTLE. WASIUNGTON 98122 20O-324-6160 5 rirt-i-A-f LAJ'Prt- 2_000 - 403 7 ■.■ K I A 00 GATEWAY CORPORATE CENTER BUILDING-2 12674 GATEWAY DRIVE SEATTLE, WASHINGTON MECHANICAL UNIT SUPPORT STRUCTURAL. CALCULATIONS JANUARY 214 2001 JON NO: 133-0102 Se.:0 f .:(14, 61-0 ;0- /44114. PARTIAL ROOF FRAMING PLAN 1 CONTRACTOR TO VERIFY ALL 8¢ES DIMENSIONS. AND LOCATIONS AT FIELD. }CONTRACTOR TO VERIFY ALL EXISTING ROOF FRAMING MEMBER SIZES. CONTRACTOR TO VERIFY MECHANICAL UNIT SIZE. WEIGHT AND LOCATIONS. ; LOCATE HEAVY END OF THE UNIT OVER THE GIRDER TRUSS. 6--La LiXch Cv Business Park 1 Ae. ,4E;s 150 BeSeme, WA P30. Fives 425.644-6 Far 42i6a4-0,63 ) - a 6 —e- ev6z.,0y.) )31. 9 '..-1)1 04 ,p, 0.x).0: TH:S SET APPP,OVEn OdEJ •! DURG THIS SUILDIr OCCUPIED NTIL AFT. ;NSPE dN APPROVAL B. TIP LA BUILDING DIVISI ,WENT OF COMMUNITY DEVELOPMENT I unde.rstand that the Plan Check a p7rovals are . subject to errors and omissions and 3 pprovai of plans does not authorize the violation f any - tractors copy of approved plans acknowledged By Date Permit No. 7//..eL2-;" FILE GORY BUILDERS COP „ANS AT ALL TRUCTION. T TO BE FINAL HE - . 2- an-y @,..FT-111\1PL PERmlf DENTE!, . . . 47 Ja L 2' , . • ---t- ) • • T-7 0